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HomeMy WebLinkAboutCC AG PKT 2010-10-11 #T AGENDA STAFF REPORT DATE: Se 13 2010 October 11, 2010 TO: Honorable Mayor and City Council THRU: David Carmany, City Manager FROM: Sean Crumby, P.E. Director of Public Works SUBJECT: REVIEW OF LOCAL STREET RESURFACING PROGRAM PROJECT NO. ST0906 -B (ST1004) - COLLEGE PARK EAST SUMMARY OF REQUEST: Receive and file this update to the Local Street Resurfacing Program ST0906 -B — College Park East BACKGROUND: On December 8, 2008, the City Council appropriated $5.0 million to fund paving improvements throughout the City. Three projects were identified. Those are Local Paving in College Park East, in Old Town, and Beverly Manor Road (now North Gate Road). On January 25, 2010 the City Council approved plans and specifications and authorized staff to advertise for bids. On March 8, 2010 the City Council awarded construction for the College Park East portion of the project. During the design of the project the City secured the services of RBF Consulting Engineers. RBF Consulting Engineers is a highly respected Civil Engineering firm with over 60 years of experience in Southern California. RBF Consulting Engineers partnered with LaBelle Marvin Geotechnical Engineers. LaBelle Marvin is one of the preeminent soil engineers in Orange County with over 40 years of geotechnical experience. LaBelle Marvin prepared a Geotechnical Study for College Park East. This study analyzed the condition of the existing pavement (in further detail than the Pavement Management Report), took soil samples and examined the underlying materials, projected future traffic loading, and made recommendations for methods to rehabilitate the roadway pavement. The new pavement is designed to carry traffic loading for a 20 year design life. Although numerous methods were considered, two main methods of construction were recommended to rehabilitate the streets. Both methods are designed to Agenda Item T Page 2 carry the same amount of traffic and have the same design life. They are complete reconstruction of the street via traditional removal and replacement and Full Depth Reclamation. A brief explanation of each method is as follows. Traditional Reconstruction The Geotechnical Report considered reconstruction of the streets within College Park East via a traditional removal and replacement of the existing roadway. In order to carry the traffic loading present in the soil conditions present the pavement recommended to: 1. Remove the existing roadway to a depth of 15- inches, 2. Install Geotextile fabric, 3. Install 12- inches of base material, and 4. Pave 3- inches of asphalt concrete In order to accomplish this task the contractor will have to remove the pavement and underlying soil from an existing roadway. From the moment that this removal is started traffic will not be able to access the street. No residents will be able to get their cars into their garages. The roadway will have to be graded and the base material will have to be installed. The base material then needs to be compacted. With the strength of the existing ground there is a concern that the compaction equipment will sink into the grounds as the base material is compacted. If this happens then the excavation has to go further down until stable material is encountered and base material can be placed. Complicating matters is that private utility lines typically have 30- inches of cover over their facilities. Full Depth Reclamation Full Depth Reclamation is a method of completely reconstructing a pavement. It has advantages over traditional construction in that it utilizes the existing roadway. Full Depth Reclamation has never been utilized in Seal Beach, but has been extremely successful in numerous Orange County cities including Westminster and Santa Ana. This reduces the cost as materials do not need to be trucked away from the site and fewer materials need to be brought to the site. Numerous agencies have compared the costs of this method and have estimated that Full Depth Reclamation can save up to 40% over traditional reconstruction. Staff compared the cost of this project versus the Old Town Paving rehabilitation and found that Full Depth Reclamation saved 37% for this project. The process is typically started by removing a portion of the pavement surface. This portion is taken offsite and recycled. The remainder of the surface is pulverized and mixed into the underlying base and soil. On the second day, this combination of grinded asphalt, base, and soil is then mixed with concrete. This mixture (cement treated base) is then allowed to cure for a period of 5 days and then the paving can be placed onto the new surface. Some of the material has to be hauled away from the site and the mixture grows in size once the concrete is Page 3 added. If it all were to be used, then the new roadway surface would be higher than the original roadway surface. During the period that the mixture is curing local traffic (passenger vehicles) are allowed back onto the street. After considering these two alternatives, the consultant team recommended that Full Depth Reclamation be utilized for the project in College Park East. On January 25, 2010 staff presented the plans to the City Council and discussed Full Depth Reclamation as the recommended approach for this project. Performance, Results, and construction of College Park East Rehabilitation The scope of work for the project included repair of failed concrete (curbs, gutters, and sidewalks), pulverization of the existing roadways, and treatment of this new base material with concrete and repaving of the new road surface. The contractor that was awarded the work is All American Asphalt. All American is qualified to perform this type of construction and has successfully completed numerous projects in Orange County and for the City of Seal Beach. In April of 2010 the contractor began the project first demolishing and replacing concrete. Notices for the construction were distributed by the contractor to all of the residents on the streets under construction. In addition, SBTV3 and 0C180 news posted information about the project. The project included a large area so the contractor posted construction signs 72 hours in advance of any area where construction was to occur. This keeps the parking impact to a minimum. Two rain events occurred in April. On May 21 All American Asphalt began the pulverizing operations on Fir Avenue. Typically after the street is pulverized, it is graded, and then mixed with cement on the next day. This mixture needs to cure for 5 days before the asphalt can be placed back into the street. During this 5 day curing period local traffic is allowed back onto the street. The soil encountered during the construction had higher moisture content when the samples were taken in April 2009 for the Geotechnical Report. This higher moisture content likely was a result of the rains that occurred in April. The pulverizing machine was able to make it's first pass and successfully pulverize the surface of the streets in college park east. On the second pass as the machine was combining the mixture with the cement, the higher moisture content caused the pulverizing equipment to sink into the underlying soil. The original construction schedule allotted 5 days (1 week) for the combining of cement. As the contractor was sinking into the soil the design team and staff had to make changes to accommodate the added moisture. On May 26, 2010 the contractor sunk into and broke a city watermain. This only increased the problem on Fir Avenue as water inundated and saturated the area. Additionally the contractor severed cable television lines which were directly under the roadway in the cul de sacs (Goldenrod and Guava), and two Southern California Edison power facilities. The plans provided by Time Warner Cable showed their facilities located in different areas and at deeper depths. Due to these numerous obstacles the contractor was not able to begin the first layer of Page 4 asphalt paving until June 11, 2010. In total, the final paving was placed one week later than what was projected on the original schedule. The impact was larger than just one week though. During the time that the changes to the project were occurring, many of the residents were not able to access their streets (and park in their garages), as the roadways were too wet. It has been approximately 120 days since the paving was placed. During the paving operations all of the quality control tests were passed by the contractor. At this time the pavement appears to be performing well. In the future if Full Depth Reclamation is chosen as the method of rehabilitation several changes will be made to the construction practices. First updated soil testing will be conducted by the contractor the week prior to construction. Additionally, the contractor will be limited to the amount of area that is allowed to be pulverized. Limiting the area that will be pulverized will increase the construction cost, but insure that if problems are encountered only one isolated area is impacted instead of the entire project area. FINANCIAL IMPACT: None with this action. RECOMMENDATION: Receive and file this update to the Local Street Resurfacing Program ST0906 -B — College Park East SUBMITTED BY: NOTED AND APPROVED: Sean Crumby, P.E. David Carmany, City Manager Director of Public Works Attachments: Pavement Investigation for College Park East o DESIGN S15 IA:Allelic A ar% � o SOILS, ASPHALT o DESIGN TECHNOLOGY PROFESSIONAL PAVEMENT ENGINEERING A CALIFORNIA CORPORATION PAVEMENT INVESTIGATION Of COLLEGE PARK EAST (Various Roadways) Within the City of Seal Beach, California te PROJECT LOCATION Lampsom A a SEAL BEACH - o . / ° Hazelnut Ave, y 'a Guava Ave. &MAL Z Elder Ave'; t ..- m Do. wood --c Cdndleberr Ave� Birchwood Av: _ _ : =3 COLLEGE PARK 0 EAST --1.,:-:.., 1 . [ GCS /c i.:._.. , / F I kV EX ?. 3/2`t 3 a le Reviewed B r, O , v { A = ,,VIN RCE 30659 Client: RBF & Associates Project No. 36176 May 5, 2009 2700 S. GRAND AVENUE • SANTA ANA, CA 92705-5404 • (714) 546-3468 • FAX (714) 546 -5841 INFO @LABELLEMARVIN.COM LaBelle Marvin City of Seal Beach, College Park East Project No. 36176 n•.[wrt.•uamx ozwv nsrt:as:cKr<x:�mxs 1 Table of Contents Pages Section 1— Project Overview 1 Section 2 — Scope of Services 2 . 1. Site Inspection 2. In -Place Strength Testing 3. Field Core Sampling 4. Bulk Sampling of Subgrade Soils 5. Engineering Analysis 6. Report Preparation Section 3 — Project Discussion 4 Section 4 — Traffic Use Estimates 6 Section 5 — Field Conditions 7 Section 6 — Subsurface Exploration 7 1. Field Core Sampling Summary Table Section 7 — Condition and Structural Analysis 9 L In -Place Strength Analysis 2. Reflective Crack Analysis 3. Ride Quality Analysis 4. Subgrade Strength Analysis — Deflection Based 5. Structural Section Component Analysis — Laboratory Based Section 8 — Conclusions/Recommendations 13 1. Primary Recommendation 2. Alternative Recommendation 1 3. Alternative Recommendation 2 4. Alternative Recommendation 3 Section 9 — Replacement Section Alternatives 23 Section 10 — Subgrade Conditions 24 1. Conventional Section Alternative 2. Full Depth Asphalt Concrete LaBelle Marvin City of Seal Beach, College Park East Project No. 36176 PACEZOI o..:cm .mss -2- Section 11 — Materials Recommendations 26 1. Aggregate Base 2. Asphalt Concrete — New Construction 3. Asphalt Concrete — Asphalt Concrete Overlay /level Course 4. Asphalt Rubber Hot Mix Overlay Appendix A: Strip Maps Appendix B: Structural Analysis Summary Table Appendix C: Core Locations & Coring Results Appendix D: Deflection Data Appendix E: R - Value Determination Appendix F: Deflection Testing Structural Analysis Overview LM LaBelle Marvin City of Seal Beach, College Park East Project No. 36176 x E;aaewervs, o[sex.TESTM wssero^: ees — 1- Section 1 — Project Overview The College Park East roadways within the City of Seal Beach include a network of roadways bordered by Lampson Avenue to the north and west, the San Diego Freeway to the south and Wisteria Street to the east. The streets have been maintained over time through various partial replacement and patching activities combined with periodic applications of slurry seal wearing surfaces. The roadways studied include • Candleberry Avenue - Aster Street to Marigold Street • Elder Avenue - Ironwood Avenue to Fuchsia Street • Fir Avenue - Ironwood Avenue to Goldenrod Street • Fir Avenue - Rose Street to Wisteria Street • Fuchsia Street - Birchwood Avenue to Elder Avenue • Fuchsia Circle - Fir Avenue to Cul -De -Sac • Goldenrod Street - Elder Avenue to Cul -De -Sac • Guava Avenue - Ironwood Avenue to Cul -De -Sac • Hazelnut Avenue - Guava Avenue to Heather Street LaBelle • Mardi La13elle Marvin City of Seal Beach, College Park East Project No. 36176 M•2M 4UUSii OESCH TEMA MPECM"ASMCES -2 The residential roadways include typical crown cross sections with parking permitted along each side of the roadway. On street parking impacts travel pattems due to the restricted roadway width along most of the roadways studied. Refuse collection impacts the edges of the roadway and includes automated trash and recycled material collection. Previous improvements along the roadways have included a variety of pavement patching, asphalt concrete replacement and slurry seal. Pavement distress including block cracking and alligator distress is evident only each of the roadways. Resurfacing of the roadway must therefore address the potential for reflective cracking through the selected new wearing surface combined with necessary reinforcement of the measured and observed weakness. • The purpose of this investigation is to provide a comprehensive evaluation of the current structural integrity of the roadways within College Park East. The measured structural conditions may then be combined with existing visible pavement distress and any existing geometric limitations or requirements to develop final improvement recommendations. Section 2 — Scope of Services Investigation of selected roadways within College Park East, Seal Beach, California utilized a combination of non- destructive strength testing combined with specific measurement of existing pavement sections through core sampling and related laboratory testing. • Site Inspection — Review of prevailing conditions was performed several separate field review and data gathering periods. o Site reconnaissance to determine the general roadway layout, traffic control requirements during testing and sampling and the variability of conditions to define testing and sampling intervals. o Documentation of site conditions during field strength (deflection testing sequence) testing, La l ' • Mani W_ LaBelle Marvin City of Seal Beach, College Park East Project No. 36176 rN011 Al110S15. DEM SEMICA 0..GS11^_'t MILLS -3- o Documentation of site conditions during pavement core sampling o Verification and correlation of field conditions and measured structural properties during engineering review of conditions o In - Place Strength Testing - Pavement strength testing was performed to determine the current load carrying capacity of the roadway and ultimately develop rehabilitation/resurfacing potential. • Field Core Sampling — Core sampling of the existing pavement was performed to document the thicknesses of the various pavement structural layers along the roadway. Core sampling included at twelve (12) separate locations distributed throughout the eight (8) streets studied during this investigation. The cores obtained were used to aid in understanding the roadway history and provide a clearer picture of as -built thickness variations. Pavement core sampling included o Asphalt Concrete Total Thickness and Individual Layer Thickness o Asphalt concreter layer thickness and maintenance history o Portland Cement Concrete layer thickness (if any) o Aggregate Base Layer Thickness and Condition (if any) • Bulk Sampling of Subgrade Soils — Bulk samples of the underlying subgrade soils are obtained at each field core location. Bulk soil samples combined with field thickness measurements provide a basis for analyzing the cause or causes of conditions encountered during the investigation o Subgrade Identification o In -situ Subgrade Moisture Determination o Subgrade R -Value Strength Determination s Martin LM Labelle Marvin City of Seal Beach, College Park East Project No. 36176 74%B611 M&IUS OESG.v. MUG 1 wsrdnmSRVCE. -4- • Engineering Analysis — The Engineering analysis combines the various data with field observations and engineering judgment, providing a basis for structural evaluation of the pavement section o In -place Strength Analysis based on Falling Weight Deflectometer Measurements o Component Analysis combining laboratory strength measurements and documented field thicknesses o Site Condition Assessment comparing prevailing visual conditions, ride qualities, drainage patterns, etc. with documented information • Report Preparation — The final report utilizes all information developed during the investigation, combined with engineering judgment and ongoing developments in pavement design and engineering, yielding recommendations for rehabilitation and/or reconstruction. Section 3 - Project Discussion The investigation performed utilizes a full range of measuring techniques to ascertain the present structural condition of the roadways within the study area. The study utilizes pavement core sampling to define the existing section thicknesses and in -place strength testing to determine the combined effects of subgrade strength variations, historical traffic use, previous maintenance, and resurfacing. The various methodologies employed provide full exploration of rehabilitation altematives, and provide a cross check for full understanding of the roadway history contributing to present conditions. The specific `hard' data is combined with visual examination of the roadway during development of testing protocol, field strength testing, field core sampling and during engineering review of conditions prior to development of final recommendations for maintenance, rehabilitation or reconstruction. LaIIdll ! • Marvin Labelle Marvin City of Seal Beach, College Park East Project No. 36176 RE!A%IIALLYVI.0 N R51Y4, I MSGK110:153RICSS -5 The variables associated with pavement performance and pavement rehabilitation present challenges which are addressed during design including current grades, crown heights and cross slopes, curbs and curb heights. The impact on surface grades and elevations for each of the rehabilitation or maintenance alternatives is evaluated to explore short and long term performance with related initial and projected long term costs. Balancing the costs and benefits requires consideration of numerous alternative methods of construction, which along with the costs and benefits include certain risks. Pavement reconstruction provides the greatest product uniformity generally at the highest initial cost. Reconstruction includes the potential of encountering undefined subsurface conditions, utility conflicts, weather delays, and increased costs related to change orders. Reconstruction also includes obvious disruption to residential and business life, and may be hampered with delays where subsurface conditions require design or construction changes. The specter of maintaining emergency access to businesses and residents impacted by the construction project are always most severe during roadway reconstruction projects. Resurfacing of the existing roadway typically includes the Least initial cost balancing performance risks with construction and personal cost savings, constructability, and the impact on future maintenance choices with the type of resurfacing procedure chosen. Pavement resurfacing must also address street variability, changes in past and future traffic patterns, such as the advent of street side recycling of green waste, bottles and cans, and collection of normal household and business refuse and the impact on adjacent residents and businesses. The least cost alternative available may therefore not always be the most cost effective alternative over time. talk* ® Marvin LaBelle Marvin City of Seal Beach, College Park East Project No. 36176 PU£YEITAW1YS5.0:S4V,2Iifl& INSPECTION SENKSS -6 Evaluation of the roadway system, and ultimately selection of an appropriate course of corrective action must consider each of these objective issues, and combine these impacts with subjective values of the community such as appearance, curing periods, actual apparent work performed versus the total area within the City improved, i.e., the perceived value of work performed. Inherent in each of the construction procedures, including reconstruction, is the potential for unknown conditions, change orders, quality control and quality assurance procedures, the risks and implications of material variability, and in the case of resurfacing, grade impacts, grade restrictions along the roadway edges due to the presence or absence of curb or curb and gutter, prior construction history, the potential for reflection of existing cracking through the new wearing surface, etc. Section 4 - Traffic Use Estimates The estimate of future traffic use, Traffic Index was developed based on a combination of observed traffic pattems combined with known refuse and recyclable material collections. Factored within the past and future traffic use includes the impacts of local delivery trucks, moving vans, school buses and support materials trucks necessary for home remodeling and improvements. The Traffic Indices representing a 10 -year use period (TI 4.0) and 20 -year use period (TI 5.0) along with long -term use associated with a Traffic Index of 6.0 were evaluated. The Traffic Indices were compared to observed conditions during field testing and conditions review sequences. The selected Traffic Indices were compared to observed field use during engineering review. The Traffic Index is intended to include estimates of current and future truck and potentially bus use combined with routine vehicular traffic and traffic growth. The range of Traffic Indices was combined with in -place thickness information and measured section strengths to develop recommendations for rehabilitation. The structural implications based on these traffic estimates provide the basis for developing the final rehabilitation recommendations. LaBelle • Marvin L? La Bane Marvin City of Seal Beach, College Park East Project No. 36176 riVOrtuuns DM•i, RSiti,eevxIXVSER - 7- Where street specific traffic studies indicate actual truck weights or future bus use differ from the traffic projections represented by the Traffic Indices used, revision of these findings will be necessary. Section 5 — Field Conditions The present configuration along the roadways includes two travel lanes with parking permitted along each side of the roadway. Trash and recyclable material trucks generally travel along the parking lanes during collection activities. Where vehicles are parked, the limited roadway width forces an overlap of bi- directional traffic. The current pavement surface includes extensive longitudinal and transverse cracking progressing to alligator cracking of moderate to severe intensity. The combined cracking pattern and prior surface repairs has contributed to spalling or delamination of the most recent wearing surface resulting in development of potholes. Temporary patching of the current wearing surface is presently being utilized to address distress. Section 6 — Subsurface Exploration Pavement core sampling was performed during this investigation at a total of twelve (12) locations. Pavement core samples were distributed throughout the roadways within the study area Access through the asphalt and concrete pavements was provided through 6" diameter core holes, cut through the pavement surface utilizing portable coring equipment. The core samples provide information relative to construction variations, subgrade and moisture conditions. The existing roadway sections vary considerably, likely reflecting both differences in original design and various methods of maintenance and repair utilized over time. The roadways generally include 3 %" to 4' /z" thick asphalt concrete pavement over a 3" to 5" thick aggregate base section. The roadways were likely originally constructed in two lifts, totaling 3" thick. Subsequent to the original construction certain roadways have been reinforced through placement of asphalt concrete overlays or large scale skin patches ranging from'/" to 1 %" thick. talk* ® Martin LaBelleMarvin City of Seal Beach, College Park East Project No. 36176 YWSIT kin Tilt, OES.tN tESmt, 1 Y:iiCTI II S!FK. L - 8 Certain roadways or roadway segments have been improved through partial section replacement, such as Fuchsia Circle where the failed asphalt concrete was apparently removed along with a portion of the underlying aggregate base section. A 7" thick asphalt concrete pavement was then constructed to replace the original 3" pavement section. A nominal aggregate base section, less than 3" thick, was left in place. The notable exception to the general conditions encountered is along Candleberry Avenue. A layer of Geotextile fabric was encountered below the 9" to 17 %" thick aggregate base layer at two of the three locations investigated. The fabric indicates previous reconstruction or repair has met with wet and unstable conditions requiring artificial stabilization to complete repairs. The probable situation is consistent with high subgrade moistures encountered at nearly all test locations. Similar difficulties during construction or reconstruction should be expected during repairs of these roadways. All subgrade soils were visually identified and tested for existing in -situ moisture conditions during each investigation. The subgrade soils were identified as a mixture of' brown sandy silt and brown clayey sand throughout the project. Subgrade moisture conditions in excess of 20% and often greater than 25% were encountered at nine (9) of the twelve (12) locations investigated. Marginal subgrade support for construction equipment would likely be provided by the subgrade soils within the moisture ranges above 16 %. All subgrade moistures encountered within the College Park East Community exceeded 16 %. Difficulties during subgrade grading and preparation should be expected in all areas of conventional reconstruction. High subgrade moistures at the time of prior construction or reconstruction likely explain the thick aggregate base sections combined with Geotextile fabric on top of the subgrade along Candleberry Avenue. • Representative subgrade samples were tested for R -Value strength. Individual core thickness information, test locations, subgrade soil identification and in -situ moisture conditions are provided within the Coring Results Table contained in Appendix C. Subgrade R -Value strength data is provided in Appendix E. A summary of test findings is provided herein for reference. LaBelle • Marvin 6M Labelle Marvin City of Seal Beach, College Park East Project No. 36176 PgialMIAYU154.OE ON 1E311443A15PECM4 5!MMES -9 Field Core Sampling Summary Table Existing Asphalt Concrete 3" to 4" typical Existing Aggregate Base 3" to 6" typical Subgrade Description Brown Clayey Sand; Brown Silty Clay; Brown Clay; Brown Sandy Silt Subgrade Moisture 16.7% to 27.3% Equilibrium R -Value 5 to 40 Equilibrium Moisture* 17% to 17 %% typical; 29% limited areas *Predicted field moisture conditions Section 7 — Condition and Structural. Analysis Evaluation of pavement conditions and structural needs along the roadway includes analysis of the existing pavement sections, visual pavement conditions, and ride qualities, grade and cross slope issues, and structural strengths. In -place Strength Analysis The net effect of as -built pavement thicknesses, variability of subgrade soil types and conditions, construction and maintenance history, weather and aging cycles and the impact of continued and ever increasing traffic weights and volumes is determined through specific measurement of the in place pavement strength. Pavement deflection testing was performed using the JILS Model Falling Weight Deflectometer at 25' to 100' intervals along the right wheel path of all primary travel lanes. The specific interval was based on roadway length. Ladle ° d®t1rei19 Loa Labelle Marvin City of Seal Beach, College Park East Project No. 36176 -I0- All test data are located longitudinally using onboard distance measuring instrumentation, combined with GPS spatial locating methodologies. Explanations of the test equipment, deflection testing performed, and the test data provided are included in Appendix F. The pavement response to known loading criteria provides real time measurement of the present pavement strength. The pavement strength measurements are evaluated, using specific pavement performance models, combining all known information with projections of future traffic use as represented by the Traffic Index. The in -place strength testing permits development of rehabilitation alternatives, which aid in reinforcing the roadway, address present physical defects and distress, and provide the user with a serviceable roadway for an extended time period. Pavement deflection testing performed along the majority of roadways generally indicates of 3" or more is required to address current and future traffic use. Asphalt concrete overlay requirements are often in excess of 5" thick. Placement of necessary overlays will be limited by existing geometry and the need for reinforcement along the travel path of the refuse and recycling trucks. Pavement distress, combined with areas of rutting, directly coincide with the wheel path of the trash trucks. Based on deflection testing alone, reconstruction of a majority of the roadways is required. Due to the high subgrade moistures encountered, and the difficulties in reconstruction previously experienced by others along Candleberry Avenue, additional alternative methods of rehabilitation have been explored. Reconstruction along the roadway edges may still be required due to grade restrictions and the typical trash and recycle truck routes. Where overlay is selected, the designer must address crown and cross slope issues combined with entry and exit impacts on the residential driveways. Labelle Marvin City of Seal Beach, College Park East Project No. 36176 - 11 - Reflective Crack Analysis Pavement cracking along to roadway includes extensive longitudinal cracking, transverse cracking and widespread alligator cracking throughout. Alligator cracking is accompanied by pavement rutting and distortion at many locations. Given the established depth of the existing pavement is generally 4" or less thick, conventional asphalt concrete overlays of 4" would be required to mitigate future reflective cracking. Placement of such overlays may not be possible due to the trash truck travel lanes near the edge of the roadway. Ride Quality Analysis Ride qualities are impacted by the current wearing surface conditions. Placement of a new asphalt concrete wearing surface to address surface conditions and reflective cracking will improve ride characteristics. Use of asphalt concrete leveling courses to address rutting, surface irregularities and pavement cracking will be required prior to construction of the final wearing surface. Subgrade Strength Analysis — Deflection Based Pavement design and performance is a function of the subgrade strength combined with layer qualities and thicknesses, and traffic weights /volumes. The pavement analysis performed utilizes several methodologies for determining the most probable current and projected subgrade strengths. Conventional procedures utilize laboratory predicted conditions and corresponding strengths, commonly referred to as the R- value. Given additional information generated during this study, subgrade strengths may be estimated based on in -situ subgrade moisture conditions combined with laboratory strengths over a range of moistures, and through use of back calculated support characteristics utilizing in -place strength data, layer thicknesses and traffic use estimates. tear �d° ® Marvin LaBelle Marvin City of Seal Beach, College Park East Project No. 36176 £6141L4YSIS. DES.G.V as =K. aS CMV !E tCS -12- Comparison of the component analysis to measured in -place strengths obtained during deflection testing indicates back calculated R- values of 5 or less. The low projected subgrade strengths reflect the wet subgrade conditions encountered at all locations. The laboratory R- values of 5 to 40 determined during this investigation also indicate subgrade support equivalent to less than 5 would be expected at prevailing subgrade moistures at most locations. Where reconstruction is required to address structural deficiencies, sufficient time should be provided within the construction schedule to address probable wet conditions. The alternative will be use of either thickened aggregate base layers combined with geotextiles or use of other methods of stabilization such as lime or cement treatment. Structural Section Component Analysis — Laboratory Based Component analysis is performed at both laboratory equilibrium conditions and corresponding to actual in -place field moistures determined during this investigation. Comparison of replacement section thickness requirements with current thicknesses provides an initial basis for development of probable structural deficiencies. Subgrade strengths vary with changes in subgrade moisture. Comparison of replacement section thickness requirements with current thicknesses provides an initial basis for development of probable structural deficiencies. Subgrade strengths in -situ yielding strengths greatly above or below predicted strengths will directly impact this analysis. Subgrade soils encountered are described as a mixture of brown silty clay and brown clay at a majority of locations. Subgrade strengths corresponding to an R -value of 5 to 40 were determined in the laboratory for the soils at predicted equilibrium moistures. In situ R- values of 5 or less are predicted based on laboratory testing combined with measured field moisture conditions. Comparison of asphalt concrete overlay requirements with existing thicknesses and design traffic indices provides a cross check relative to probable subgrade support values. LaIlelIc • AMan`in Labelle Marvin City of Seal Beach, College Park East Project No. 36176 A\iV➢:! V4YSf_Li4GV OMO,,A EUVECT.C15_nlK6 - 13 - Structural section comparisons indicate placement of 2" to 2' h" thick asphalt concrete overlays would be required where the asphalt concrete was not distressed and the aggregate base was sound and/or not contaminated or saturated with water. Given the deflection testing and prevailing observed conditions suggest overlays in excess of 2 %z" are required along most roadways, the existing asphalt concrete layer and base layers have been compromised. The extensive distress observed again corresponds.to trash and recycle truck use of the roadways. Extensive patching and slippage of the current wearing surface point to difficulties which should be expected during any method of rehabilitation. Based on Component Analysis asphalt concrete overlays in excess of 2 /" are required. Since these overlays are critical through the parking lane where the trash truck travels, reconstruction of at least the roadway edges will be necessary. The fatigued and failed asphalt concrete pavement and high subgrade moistures suggest a more aggressive pavement replacement program is required. Section 8 — Conclusion/Recommendations Rehabilitation of the various roadways within the College Park East community should be based on a balance of risk and probable disruption to the residents. Where conventional reconstruction is chosen, deeper excavations and use of geotextiles to separate the aggregate base and subgrade will be required. Methods incorporating chemical stabilization techniques such as Full Depth Reclamation or use of lime or cement subgrade stabilization should also be considered. Options for resurfacing will be impacted by the need for extension of the overlay, full thickness through the parking lanes. Use of cold milling along the roadway edge will not result in reinforcement of this critical area. The risks associated with future failure must however be weighed against the ease of construction and reduced disruption of the residents within the community. Lal,dlle ® 110a rvin LaBelle Marvin City of Seal Beach, College Park East Project No. 36176 • ruartMAL195 DESIG ESIM sn,vaTge ==xue -14 A combination of streetwide milling to remove the multitude of thin patches and delaminating wearing surface and placement of specific asphalt concrete overlays is required at a minimum prior to consideration of resurfacing versus reconstruction. Where streetwide cold milling is considered, a contingency should be planned in the event the milling machine combined with construction material trucks damage or destroy the underlying reduced pavement section Use of reflective crack measures should be incorporated into any overlay project and would likely include use of an asphalt rubber hot mix wearing surface. Various altemative approaches to providing long -teen roadway improvement have been provided for consideration by the design team. Each offers certain advantages, or disadvantages, including cost implications, extension of the construction period, and /or leaving surface grades at or near present profile. The following alternatives are provided for review by the design team. The implications on cost, construction schedule, cross slope and aesthetics should be evaluated for each alternative. The City may then select the alternative that provides the greatest long -term benefit and meets the established City standards. Candleberry Avenue — Aster Street to Marigold Street Fir Avenue — Rose Street to Wisteria Street Primary Recommendation The Primary Recommendation results in a finish pavement surface 2" or more higher than existing elevations, except of course at the join with the gutter. The option presents certain risks including potential additional damage to the roadway during the construction process. LaBelle • Marvin tm Labelle Marvin City of Seal Beach, College Park East Project No. 36176 r rwai.wrae.DEDLX. wxnn-, . a wszroaSSFrES -15- • Cold mill entire roadway 1 '/" below present elevations. • Remove and replace areas where either the cold planing operation and /or truck travel results in failure or loss of support from the underlying pavement layer. • Place minimum 2" thick asphalt concrete level course, tapering to near 0" thick at the roadway edge • Install pavement reinforcing fabric using 0.20 gallons per square yard PG 70 -10 asphalt binder. • Place minimum 2" thick asphalt concrete overlay Note: 1) Probable areas of potential `breakthrough' will coincide with the roadway edges. Where such risks are unacceptable, reconstruction of the outer 6' to 8' of the roadway is recommended. Use of full depth asphalt concrete is suggested to limit depths of excavation. Expediting reconstruction will likely require use of increased pavement'section thicknesses 2) Where possible, the asphalt concrete level course thickness should be increased Alternative Recommendation 1 Altemative 1 is similar to the Primary Recommendation, except Asphalt Rubber Hot Mix (ARHM) is used as the final wearing surface and provides resistance to future reflective cracking. The increased flexibility of the ARHM surface will tolerate greater deflection without cracking. Limited damage of the ARHM wearing surface in areas of aggressive turning, such as parallel parking, may be expected. tailkile ®Marvin Labelle Marvin City of Seal Beach, College Park East Project No. 36176 vLv.TruAV.toE,. rESTN SnParaususxu -16- • Cold mill entire roadway 1 %z" below present elevations. • Remove and replace areas where either the cold planing operation and/or truck loading results in failure or loss of support from the underlying pavement layer. • Place minimum 2" thick asphalt concrete level course, tapering to near 0" thick at the roadway edge • Place minimum 2" thick asphalt rubber hot mix wearing surface layer across all lanes. Note: I) Probable areas of potential `breakthrough' will coincide with the roadway edges. Where such risks are unacceptable, reconstruction of the outer 6' to 8' of the roadway is recommended. Use of full depth asphalt concrete is suggested to limit depths of excavation. Expediting reconstruction will likely require use of increased pavement section thicknesses 2) Where possible, the asphalt concrete level course thickness should be increased Alternative Recommendation 2 Altemative Recommendation 2 combines reuse of a portion of the existing roadway materials through use of Full Depth Reclamation (FDR). The process may include removal of a portion of the existing asphalt concrete pavement prior to pulverization of the remaining roadway layers where construction logistics limit disposal of construction waste. The pulverized materials are combined with a limited portion of the underlying subgrade soils and stabilized through the addition of Portland Cement. LaBelle • Marvin LM JO ..0 La rsr_oss Be a; lle sss rvc Marvin su�ccr City of Seal Beach, College Park East Project No. 36176 rR.7 ..usux¢ -17 The process includes various advantages relative to the exceptionally wet subgrade conditions encountered along Candleberry Avenue and the majority of the roadways in College Park East including a predictable construction schedule and costs. The process also permits design of the roadway network for a longer design period. Prior to use of FDR additional laboratory design testing is required which is presently beyond the scope of this investigation. • .Cold mill entire roadway 1 %" below present elevations and dispose of grindings off site (optional) • Pulverize remaining asphalt concrete, aggregate base and underlying subgrade soils to 12" depth • Regrade and reshape roadbed to 4 %z" below finish elevations. Maximize crown and cross slope to reduce export quantities. Interim grades should conform to +1- 0.04' from design grades. • Spread and mix Portland cement to 10" depth. Preliminary estimates should be based on use of 8% cement. The specific application rate should be based on specific laboratory testing prior to final design. • Blend and mix with appropriate add water, grade and compact. All grading and compaction must be completed within 1 %z hours of the introduction of mixing water. All final grading shall be performed as a trim or cut. Use of sliver fills should not be permitted. • Continually moisten or provide curing seal for a minimum of 5 and preferably 7 days • Construct new 4" thick asphalt concrete pavement. LaBelle • Mania Labelle Marvin City of Seal Beach, College Park East Project No. 36176 rxa TANALYaso[zxrsmu. LIOWI S CE -18 Note: 1) The interim grade is 4 %z" below finish due to expected volume changes expected with the introduction of Portland Cement • 2) Where additional 'resistance' to reflective cracking from curing of the cement treated layer is desired, pavement reinforcing fabric may be placed following construction of a 2" thick asphalt concrete base course and prior to placement of 2" thick wearing surface. Alternative Recommendation 3 • Alternative Recommendation 3 utilizes conventional reconstruction practices combined with use of a Geotextile to separate the subgrade from the aggregate base layer. • Excavate entire roadway to 15" below finish elevations. Where rutting of the subgrade is excessive, prohibiting reasonable grade control, the excavation should be extended to a 19" depth. • Install suitable Geotextile based on conditions encountered. Use of a Non Woven Geotextile conforming to the minimum requirements as set forth in Section 213 Engineering Fabrics Type 180N as defined in the Standard specifications for Public Works Construction. Installation shall conform to Section 300 -10 Geotextiles for Separation. A minimum 3' lap should be planned. • End dump minimum 12" thick aggregate base. Spread aggregate base over Geotextile in 12" thick layers using light, track equipment. In no case shall loaded material trucks be permitted on any are with less than 12" aggregate base over the Geotextile. • Compact and finish grade aggregate base layer in single 12" lift. • Construct new minimum 3" thick asphalt concrete pavement LaBBlot! • Marvin LaBelle Marvin City of Seal Beach, College Park East Project No. 36176 7A18'S MATS*0!SLN. % T4, 1 WSPECTIA SE /ICES - 19 - Elder Avenue — Ironwood Avenue to Fuchsia Street Fir Avenue — Ironwood Avenue to Goldenrod Street Fuchsia Street — Birchwood Avenue to Elder Avenue Fuchsia Circle — Fir Avenue to Cul -De -Sac Goldenrod Street — Elder Avenue to Cul -De -Sac Guava Avenue — Ironwood Avenue to Cul -De -Sac Hazelnut Avenue — Guava Avenue to Heather Street Primary Recommendation The Primary Recommendation combines reuse of a portion of the existing roadway materials through use of Full Depth Reclamation (FDR). The process may include removal of a portion of the existing asphalt concrete pavement prior to pulverization of the remaining roadway layers where construction logistics limit disposal of construction waste. The pulverized materials are combined with a limited portion of the underlying subgrade soils and stabilized through the addition of Portland Cement. The process includes various advantages relative to the exceptionally wet subgrade conditions encountered along Candleberry Avenue and the majority of the roadways in College Park East including a predictable construction schedule and costs. The process also permits design of the roadway network for a longer design period. Prior to use of FDR additional laboratory design testing is required which is presently beyond the scope of this investigation. LaBelle 0 1® Arvin LM Lasel *L Y65, DFL4! I h 5m Ma6 fl S City of Seal Beach, College Park East Project No. 36176 P.. il'- _Yik C3 -20- • Cold mill entire roadway 1 '/" below present elevations and dispose of grindings off site (optional) • Pulverize remaining asphalt concrete, aggregate base and underling subgrade soils to 12" depth • Regrade and reshape roadbed to 4'A" below finish elevations. Maximize crown and cross slope to reduce export quantities. Interim grades should conform to +/- 0.04' from design grades. • Spread and mix Portland cement to 10" depth. Preliminary estimates should be based on use of 8% cement. The specific application rate should be based on specific laboratory testing prior to final design. • Blend and mix with appropriate add water, grade and compact. All grading and compaction must be completed within 1 '/z hours of the introduction of mixing water. All final grading shall be performed as a trim or cut. Use of sliver fills should not be permitted. • Continually moisten or provide curing seal for a minimum of 5 and preferably 7 days • Construct new 4" thick asphalt concrete pavement. Note: 1) The interim grade is 4' h" below finish due to expected volume changes expected with the introduction of Portland Cement 2) Where additional `resistance' to reflective cracking from curing of the cement treated layer is desired, pavement reinforcing fabric may be placed following construction of a 2" thick asphalt concrete base course and prior to placement of 2" thick wearing surface. La'lelIe • Marvin YA1al_ NIP myyyOSa'l1SR&, M lll rii i.P yA:'AY.LS n City of Seal Beach, College Park East Project No. 36176 LV4YSI- : - 21 - Alternative Recommendation 1 Alternative Recommendation 1 utilizes conventional reconstruction practices combined with use of a Geotextile to separate the subgrade from the aggregate base layer. • Excavate entire roadway to 15" below finish elevations. Where rutting of the subgrade is excessive, prohibiting reasonable grade control, the excavation should be extended to a 19" depth. • Install suitable Geotextile based on conditions encountered. Use of a Non Woven Geotextile conforming to the minimum requirements as set forth in Section 213 Engineering Fabrics Type 180N as defined in the Standard specifications for Public Works Construction. Installation shall conform to Section 300 -10 Geotextiles for Separation. A minimum 3' lap should be planned. • End dump minimum 12" thick aggregate base. Spread aggregate base over Geotextile in 12" thick layers using Light, track equipment. In no case shall loaded material trucks be permitted on any are with less than 12" aggregate base over the Geotextile. • Compact and finish grade aggregate base layer in single 12" lift. • Construct new minimum 3" thick asphalt concrete pavement Alternative Recommendation 2 Alternative Recommendation 2 includes reconstruction along the roadway edges combined with resurfacing of the centermost portion of the roadway. The centerline grades will be 2" or higher than existing elevations. The option presents certain risks including potential additional damage to the roadway during the construction process. • Marvin LM Labelle Marvin City of Seal Beach, College Park East Project No. 36176 Faro msrausansnr, ILinCTI FER.H6 -22- • Reconstruct outer 6' to 8' for the roadway. Use of full depth asphalt concrete, increased in thickness as required to address grade conditions is recommended. • Cold mill remainder of the roadway 1 %" below present elevations. • Remove and replace areas where either the cold planing operation and/or truck loading results in failure or loss of support from the underlying pavement layer. • Place minimum 2" thick asphalt concrete level course • Install pavement reinforcing fabric using 0.20 gallons per square yard PG 70 -10 asphalt binder. • Place minimum 2" thick asphalt concrete overlay Note: 1) Where possible, the asphalt concrete level course thickness should be increased Alternative Recommendation 3 is similar to Alternative Recommendation 2, except asphalt rubber hot mix is used as the final wearing surface and provides resistance to future reflective cracking. The increased flexibility of the ARHM surface will tolerate greater deflection without cracking. Limited damage of the ARHM wearing surface in areas of aggressive turning, such as parallel parking, may be expected. • Reconstruct outer 6' to 8' for the roadway. Use of full depth asphalt concrete, increased in thickness as required to address grade conditions is recommended. • Cold mill remainder of the roadway 1 %" below present elevations. • Remove and replace areas where the cold planing operation and /or truck loading results in either failure or Loss of support from the underlying pavement layer. Lunt • Marvin LM Laoewr+elle Malvc �in.rs� in :encrs City Seal Beach, College Park East Project No. 36176 r +,x��,�wrs_.iESm -23- • Place minimum 2" thick asphalt concrete level course • Place minimum 2" thick asphalt rubber hot mix wearing surface layer across all lanes. Note: 1) Where possible, the asphalt concrete level course thickness should be increased Section 9 - Replacement Section Alternatives Improvement of the roadways throughout College Park East will require some combination of reconstruction and resurfacing. Use of one of the following replacement sections is recommended in reconstruction areas. Subgrade identification and testing within the existing roadway alignment reveals materials with predicted R -Value strengths of 5 to 40. Due to the historical wet grades, previous use of thicker aggregate base layers, and the extensive distress, a back calculated R -value of 5 is recommended for design purposes. Replacement section alternatives are provided for design Traffic Indices of 4.0 (10 year design period) and 5.0 (20 year design period). Selection of a specific Traffic Index for final design should be based on owner evaluation of probable current and future traffic use. The replacement section alternatives provided include the thickness of planned overlays. Use of one of the alternative sections will require permanent during of the subgrade soils. Suitable time should be provided within the construction schedule to permit drying of the subgrade. Due to the challenges of the exceptionally wet conditions encountered, use of geotextiles and /or thickened pavement sections may be preferable to drying of the subgrade (see Section 10, Subgrade Conditions). La lGale ® Mani L!� LaBelle Malvin City of Seal Beach, College Park East Project No. 36176 ruN art JLAm; OWCft. frSlnu, m'v't4.15'n�tS -24- Recommended Design R - Value 5 • Design Traffic Index 4.0 (10 -year Design Period) Alt. 1 Alt. 2 Alt. 3 Asphalt Concrete 3" 4" 5 %" Aggregate Base 6 %" 4 Y" - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6 ") Design Traffic Index 5.0 (20 -year Design Period) Alt. 1 Alt. 2 Alt. 3 Asphalt Concrete 3" 4" 7 /" Aggregate Base 10" 7 %" - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6 ") Section 10 — Subgrade Conditions Soft or wet subgrade conditions should be anticipated based on recent subgrade sampling. Where wet grade is encountered during reconstruction or new construction, additional time should be provided within the construction schedule to permit drying, processing and recompaction of the subgrade prior to placement of the structural section. Where time constraints do not permit suitable drying, or where perimeter conditions include uncontrollable water sources, additional measures may be necessary. LaBelle • Marvin LM LaBelle Marvin City of Seal Beach, College Park East Project No. 36176 rx FelT Ala o M r5re4 a xssEcnmaewca -25 Conventional Section Procedure The exposed subgrade should be inspected during excavation and prior to placement of aggregate base. Where conditions are not firm and unyielding, use of a Geotextile should be considered. The excavation should be extended to provide for construction of a minimum 12" thick aggregate base section. Where subgrade conditions prohibit accurate grading, the subgrade should be excavated an additional 4" for a total aggregate base section of 16 ". Geotextile should then be placed over the prepared grade. The type of Geotextile and width of overlap will be a function of conditions encountered at the time of constriction. Aggregate base should then be end dumped and spread in minimum 12" lifts. No equipment should be permitted to operate on the exposed fabric or on top of the aggregate base where the thickness is less than 12 ". Where rut depths exceed 4 ", a qualified pavement engineer should be contacted to review conditions and provide specific recommendations. Full Depth Asphalt Concrete Procedure The exposed subgrade should be inspected during excavation and prior to placement of aggregate base. Where conditions are not firm and unyielding the exposed subgrade should be over excavated equivalent to the approximate depth of rutting left by trucks and equipment during excavation, to a 4" maximum additional depth. Where rut depths exceed 4 ", a qualified pavement engineer should be contacted to review conditions and provide specific recommendations. A single 6" to 8" thick (Type B PG 70 -10) asphalt concrete layer should be end dumped and spread with suitable equipment. The asphalt concrete shall then be lightly rolled for grade control purposes only. Relative compaction requirement should be waived for the initial pavement layer. 'Annelle ® airlift LaBelle Marvin City of Seal Beach, College Park East Project No. 36176 laievuvsis, o¢ew.. TsIn; nsP¢ia.l awxv g -26 The completed layer should be permitted to cool for a minimum of 15 hours prior to placement of subsequent layers. No trucks should be permitted to operate on the exposed subgrade or on the asphalt concrete layer until a suitable cooling period has expired. All subsequent layers should be placed in accordance with requirements of the SSPWC for grade control, layer thickness and compaction. Section 11 - Materials Recommendations Aggregate Base Aggregate base sections may utilize crushed aggregate base or crushed miscellaneous base complying with applicable sections of the Standard Specifications for Public Works Construction, latest edition, or Class 2 Aggregate Base complying with the applicable sections of the State of California Department of Transportation (Caltrans) Standard Specifications, latest edition. Asphalt Concrete — New Construction Asphalt concrete shall be Type B PG 70 -10 complying with Section 203 -6 of the Standard Specifications for Public Works Construction. Where surface texture is critical, the upper layer of the asphalt concrete section may utilize Type C2 PG 64 -10 or Type III C3 PG 64 -10 asphalt concrete. Use of Type C2 or Type III C3 will increase the potential for future rutting. Asphalt Concrete — Asphalt Concrete Overlay /Level Course Asphalt concrete shall be Type C2 PG 64 -10 or Type III C3 PG 64 -10 asphalt concrete complying with Section 203 -6 or Section 400 -4 of the Standard Specifications for Public Works Construction, latest edition. Asphalt Rubber Hot Mix — ARUM Wearing Surface Overlay Asphalt rubber hot mix (ARHM) shall be Type ARHM -GG -C complying with Section 203 -11 of the Standard Specifications for Public Works Construction, latest edition. !Allelic • Marvin Appendix A IMPROVEMENT PLANS • -M LaBelle Marvin PAVEMENT ANALYSIS, DESIGN, TESTING, & INSPECTION SERVICES Marigold Street —�� _ = 9L19E Nd F: sew, - c n ' c t 4.I ! t — _ u 0 E -° c . i z z 5iZ- p — p O C C C E ° °} C 811 Q ; O n ° U u E 'a co o .E an _ +— - -...o N E ia .,�J� 0 3NI1 HOIV . E a `°' < ° o e -' c o z r z a m jt i 4 Fuchsia Street 4` r ; c V o _ a — ww w o z " Y _ O Y .. V o O .' . C Q P h D ° , L d r n X p V N K E 't- a ' r' p t ` F yA�. 0 6 o ° ° v P ^ o ti o V 2 I T .t —ao.00 J i j. rg� ' n ° vE vc v= P L Z rva aF;ant F R g a . Y o � D o t ° - °' m 2. ° v x 0 o Q ? • p s r W _ CO o o o F c° E i c Ec g ° u a p p4` F t Dogwood Avenue( o ° 3 o c p° E E x E ¢gy S �C U '7F V c o c.°� ° �? 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J c E° m-"4 : u ..-o° � 0 J ¢ zz m o' O v o o o ` 0 E 8"° n E D O c v° n o o o o` o c o rn m o f 0 m c° w N ° c ° o o E a a c p° .< < -g. C C m_ C E_c O \ ,_ 1 u0_ a 1 Il w c` mn• - C on c a uE o ty y a. u 7 O 1 a +oo c' E L Q ° o U > z y i Q ` ^y u j �j O Q g d LL C v N w+ , Q c W 0 2 k, H I , :1 11 a C 7 Ca CD E i d s 1 .-- i / = T ".<.:',. v." v \ v va. F' U m Ill ' .,' ‘A Q o „y O ed W . O \ ) ‹ c tk \ c/ / \ — — H it m ic-. 5 CD I LL v7 v Heather Street 9LL9C Nd s ce as 8 l .e 4 Al q m5 :AL � ._ T 0 V Y \ O a . `f' W u G c G C o N o C c� m is k. `� m i f .o m c5 � T✓ c c>° c c °,3 w z L I E m ° c o c 5 = 0 r t 0 v s a¢ oEt .0 ra' ° i c a a- o t.6 oG VI E t Ln C ' �., u m c c v if' E to '^ °° 15 7 , _ ` c n' e I E ?f : - Q - � ° ° U tx E c a ° 10 +00 0 _ 0 ° E c v E x ch c L i CC m ° a G 7 c c 0 0 a 0 < ni } � . 0 0 0 0 E C. _ _' ° 5-. ° 0 ]'C E J ; ° Qi+ { 2 E 0 0 s c °'L a — _. E., E - ° - z a E N C ° E o= v _. E c o- < p Y S 5., iii s> .a+ c _ o Q O a ax ci Li u c L Ev' 0> > G n p • a Z'4 Ff. Q L u u G c °9:8,09 4 ° o ° � z 0 W r4 h ° ' o: I l U C o I LJ I� ° I o� Al I 1 ii c>1 c -<T4 u ti 4 F ti' - s +00 L n E I € r 0 V^ C i L 3 4 O I 7 O 0- v' " u _^ c n '' >- a C pt m °° d uc L � t 5� < N h t F` r u C ° 0 G o � . G ° u n Q d x a L c g C a ° .. a L ' h .«. f'' E ., .° ° C" ' c u ° ° r D ° c u C C E o_ g� — 6 +00 U o f c r � r+ p o ;v z 1- a t . t E N as 4l Q o u � a , c - °v '‘up O n> E_ 5G^ E c F�o m� Li 1 CI t ,» N J ^ E ct 0 0 c ° 0 c;, v7 0 E 55 I^ 5 0 E `, c 0 5 a c E o 6 G Ha a E E ° N 0 > o r C V si ,ii i d a G E O c,> E ,� p l E, J¢ 3 f 2 P F d ° c `' E at° ? u - ° o ; o^, © . Q l rc `- ° . " I I" ' m c ` G 5 I e . c i ° 2 01 C re 0 r r C © - a +oo Li VA t E > E a) a A0 c " �, LI - /�� J _ Y. V W C 00 } o C / +..� a'm" c N 01 '<Err N j \ Q a, 4:6'- q Yr: ‘c m \ W D o rn O O O 0-- m r-- ` 0 U Q *- Appendix B STRUCTURAL ANALYSIS SUMMARY TABLE • • • LN► LaBelle Marvin PAVEMENT ANALYSIS, DESIGN, TESTING, & INSPECTION SERVICES LABELLE • MARVIN INc' .. PAVEMENT- ENGINEERING, DESIGN INSPECTION & TESTING Structural Analysis Summary Table Test Date: 2009 -04 -07 08:35:09 Client: Location: Seal Beach Project s: 36176 Candleberry Avenue Location: Seal Beach Aster Street to Marigold Street Date: 2009 -04 -07 08:35:09 Project: 36176 Candleberry Avenue Eastbound Lane 1 Limits FWDeotn TDaom 'T' T.I. TDallow % Red. GE AC NSL 00 +00 to 15 +17 66.27 79 -52 0.36 4.0 54 32 0.28 0.15 2 5.0 40 50 0.63 0.33 0 6.0 31 61 0.87 0.46 0 15 +17 to 17 +45 29.06 34.87 0.36 4.0 ' 54 0 0.00 0.00 20 5.0 40 0 0.00 0.00 20 6.0 31 11 0.04 0.02 9 17 +45 to 31 +80 52.32 62.79 0.36 4.0 54 14 0.06 0.03 8 5.0 40 36 0.35 0.18 1 6.0 31 51 0.66 0.35 0 Candleberry Avenue Westbound Lane 1 . Limits FWD TD 'T' T.I. TDallow % Red. GE AC NSL 00+00 to 31 +68 69.15 82.98 0.36 4.0 54 35 0.33 0.17 2 5.0 40 52 0.68 0.36 0 6.0 31 63 0.91 0.48 0 • Elder Avenue Location: Seal Beach Fuchsia Street to Ironwood Avenue Date: 2009 -04 -07 08:35:09 Project: 36176 Elder Avenue Westbound Lane 1 Limits FWD eoth TDeothT T.I. 'Mallow % Red. GE AC N5L 00 +00 to 13 +55 97.95 117.54 0.27 4.0 63 46 0.55 0.29 0 5.0 46 61 0.87 0.46 0 6.0 35 70 1.06 0.56 0 13 +55 to 14 +84 27.21 32.65 0.27 4.0 63 0 0.00 0.00 20 5.0 46 0 0.00 0.00 20 6.0 35 0 0.00 0.00 20 Elder Avenue Eastbound Lane 1 Limits " TD 80th PT. T.I. TDallow % Red. GE AC NSL 00 +00 to 11 +77 98.36 118.03 0.27 4.0 63 47 0,57 0.30 0 5.0 46 61 0.87 0,46 0 6.0 35 70 1,06 ,0.56 0 11 +77 to 14 +99 42.41 50.90 0.27 4.0 63 0 0.00 0.00 20 5.0 46 10 0.03 0.02 11 6.0 35 31 0.26 0.14 2 Fir Avenue Location: Seal Beach Goldenrod Street to Ironwood Avenue Date: 2009 -04 -07 08:35:09 Project: 36176 Fir Avenue Westbound Lane 1 Limits FWD aoth TDeoth 'T' T.I. TDallow % Red. GE AC NSL 00 +00 to 15 +22 105.16 126.19 0.27 4.0 63 50 0.63 0.33 0 5.0 46 64 0.94 0.49 0 6.0 35 72 1.11 0.58 0 Fir Avenue Eastbound Lane 1 Limits FWD eoth TDeoth T.I. TDallow % Red. GE AC NSL 00 +00 to 15 +38 101.04 121.25 0.27 4.0 63 48 0.59 0.31 0 5.0 46 62 0.89 0.47 0 6.0 35 71 1.09 0.57 0 • • Fir Avenue Location: Seal Beach Rose Street to Wisteria Street Date: 2009 -04 -07 08:35:09 Project: 36176 Fir Avenue Eastbound Lane 1 - Limits FWD aoth TDeoth T.I. Mallow % Red. GE AC NSL 00 +00 to 14 +41 78.26 93.91 0.00 4.0 90 4 0.01 0.01 16 5.0 66 30 0.24 0.13 2 6.0 51 46 0.55 0.29 1 Fir Avenue Westbound Lane 1 Limits FWD Tr/ 'T' T.I. TDallow % Red. GE AC ' NSL 00 +00 to 14+57 69.32 83.18 0.00 4.0 90 0 0.00 0.00 20 / 5.0 66 21 0.12 0.06 5 6.0 51 39 0.40 0.21 1 • Fuchsia Street Location: Seal Beach Birchwood Avenue to Elder Avenue Date: 2009 -04 -07 08:35:09 Project: 36176 Fuchsia Street Northbound Lane 1 - Limits FWD eoth TDeoth 'T' T.I. TDallow % Red. GE AC NSL 00 +00 to 07 +97 79.34 95.21 0.33 4.0 54 43 0.48 0.25 1 5.0 40 58 0.81 0.42 0 6.0 31 67 1.00 0.53 0 Fuchsia Street Southbound Lane 1 Limits FWD eoth TD80th 'T' T.I. TDallow % Red. GE AC NSL 00 +00 to 07 +43 92.29 110.75 0.33 4.0 54 51 0.66 0.35 0 5.0 40 64 0.94 0.49 0 6.0 31 72 1.11 0.58 0 • Fuchsia Circle Location: Seal Beach Fir Avenue to North End of Cul -de -sac Date: 2009 -04 -07 08:35:09 Project: 36176 Fuchsia Circle Northbound Lane 1 Limits FWDaoth TDeoth 'T' T.I. TDaIIaw % Red. GE AC NSL 00 +00 to 03 +20 103.28 123.94 0.50 4.0 44 64 0.94 0.49 0 5.0 32 74 1.15 0.61 0 6.0 25 80 1.28 0.67 0 CL of North End of Cul -de -sac Limits FWD eoth TDeoth 'T' T.I. Mallow % Red. GE AC NSL 00 +00 to 03 +24 97.84 117.41 0.50 4.0 44 63 0.91 0.48 0 5.0 32 73 1.13 0.59 0 6.0 25 79 1.26 0.66 0 Goldenrod Street Location: Seal Beach Elder Avenue to North End Date: 2009 -04 -07 08:35:09 Project: 36176 Goldenrod Street Northbound Lane 1 Limits FWDBOm TDOeth 'T' T.I. TDallow % Red. GE AC NSL 00 +00 to 05 +67 119.66 143.83 0.35 4.0 54 62 0.89 0.47 0 5.0 40 72 1.11 0.56 0 6.0 31 78 1.24 0.65 0 Goldenrod Southbound Lane 1 Limits FWD BOth TDaoth • T' T.I. 'Mallow % Red. GE AC NSL 00 +00 to 05 +69 96.26 117.91 0.35 4.0 54 54 0.72 0.38 0 5.0 40 66 0.98 0.52 0 6.0 31 74 1.15 0.61 0 Guava Avenue Location: Seal Beach Ironwood Avenue to South End Cut -de -sac Date: 2009 -04 -07 08:35:09 Project: 36176 Guava Avenue Southbound Lane 1 Limits FWD eoth TDeoth 'T' T.I. TDallow % Red. GE AC NSL 00 +00 t0 02 +04 41.58 49.90 0.25 4.0 63 0 0.00 0.00 20 5.0 46 8 0.02 0.01 12 6.0 35 30 0.24 0.13 3 02 +04 to 05 +98 111.06 133.27 0.25 4.0 63 53 0.70 0.37 0 5.0 46 65 0.96 0.50 0 6.0 35 74 1.15 0.61 0 Guava Avenue Northbound Lane 1 Limits FWD eoth TD80th T.I. TDallow % Red. GE AC N5L 00 +00 to 05 +89 97.14 116.57 0.25 4.0 63 46 0.55 0.29 0 Hazelnut Avenue Location: Seal Beach Guava Avenue to Heather Street Date: 2009 -04 -07 08:35:09 Project: 36176 Hazelnut Avenue Eastbound Lane 1 Limits FWDamh TD aoih 'T' T.I. TDallow % Red. GE AC NSL 00 +00 to 13 +00 91.62 109.94 0.33 4.0 54 51 0.66 0.35 0 5.0 40 64 0.94 0.49 0 6.0 31 72 1.11 0.58 0 Hazelnut Avenue Westbound Lane 1 Limits FWD eom i0eom 'T' T.I. TDallow % Red. GE AC NSL 00 +00 to 13 +09 86.76 104.12 0.33 4.0 54 48 0.59 0.31 0 5.0 40 62 0.89 0.47 0 6.0 31 70 1.06 0.56 0 Appendbt C CORE LOCATIONS & RESULTS LM LaBelle Marvin PAVEMENT ANALYSIS, DESIGN, TESTING, & INSPECTION SERVICES 9 $CN Fuchsia Street an m >. ) \E / \ §! 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W - p O w 09 ZE V1 0 Q Q in < pU „cc p 0 p 3 c N / v N. mm C U� 5 +00 J Z s .F` U <a - CC a g5.R � mw W a �n . I — 4 +OD < d °p J N " 1 Y a � M z u m n n 3 o u 3 +00 I 1 -1 o vi Z J UU U IJ -4- u e a d015 o (� 1'-o v E 0. ,7 � K 2 3 Fir Avenue Ja i e E k o \ -U) ' 0 c U a A L \ r �Q O` v D_ v N m a U O ti L c 1 +00 y a 0 Q L �R . 4 pj O 0 w .0 5 s I g e ,.,a, rb,. V\: I e E Y i qg i ! �r� dais B V \ a . .,,.. r Elder Avenue — 0 +00 lc-o' �\ s . � ¢ o m c sw V o C \ e \ < O W N ctl @r, N CO c 3 cn CL • U \ I - ¢ v U 9L19C Ncl Z o 55 IT r w- � 3 u. O � .d d — O O 2 r N.' Z pm • • p - W wJ n N vv ¢ ¢ h K OU 0 -a Vi p p °0 F9 U U p a- 0, • O ¢ C UI O Z ¢v i i J > V ¢a CC >. S 6 N4 J ` op„ s J an ' J IEt" mW N u : °a / J a r / agL ^b I - . 1 io° /a2 { 00 %b N b < `'. ;n Q 7 0_ CA p E o_ O � o c • Z .. F o n + J ¢f Ei J . �l N ¢ Q £ d) co =lif ; / o r 0-J ti '$ 4 7 C O x � o• (7 a ° C W v f d o �s a o 0 .0 O a W ¢ 0 0 O` >— . , o c m i, ._i o U o r i , 1 t U O co W m V o ,o \ /\ W W � rn co \PA. Li_ -rz Q 0Q U En 0 O U \ 0 CC Z 9 @CN Heather \ \ :m m m- 9 \ {E 6 / / � w w �\ \/ ` , z 2a m, - > 7 g \§/ � . } 0 w ( \« \ — 8+ 00 t ; / —I 44 © 9 • ` o ± \ . § \/ �/ ( o /// / 2 ! » ! }2 ) ZSl { z ƒ \ 2 m §f ) { T. a ! «\ W © G E` 1 �\ ! • G 3 \ GC # - -� 1 ® \ \ ;]. 2 k) \ CO CI) e \ v r . 4 at \ © ~ - \ . a \ 0 § % . ; � 2 . ��� \ / /. :iƒ\/ | �y ° » ) ^ ^ / » � � ¥ o= ` / 1 � � \ \ <7 \ e E ,ti \I \ E \ ) • Project No. 36176 CORING RESULTS College Park East Client: RBF & Associates Coring Date(s) :4 /16/2009 Technician(s): BM. SW PAVEMENT CORING DATA SOIL BORING DATA Core Lane Dir. Location - T Cross - Type a Aggregate T e Soil Type Moisture Pavement Section Base (AB) (Maximum 3' depth) Content 4 - 1 E/B Candleberry Avenue 5 1 /2" 1 3/4" AC 17 1/2" AB Brown Sandy Silt 17.6% Lateral and Longitudinal Position 1" AC • 1682' e Aster Street 2 3/4" AC 10' n Curb face Field Notes: Fabric between Base & Subgrade 4 - 1 W/B Candleberry Avenue 4 3/4" 6 1/4" PCC 9" AB Brown Clay 26.7% Lateral and Longitudinal Position 775' w Marigold Street 12' s Curb face Field Notes: Longitudinal & Lateral cracks Fabric between Base & Subgrade 4 -59 1 W/B Candleberry Avenue 3 1/4" 5 3/4" PCC 8 1/2" AB Brown Clay 21.5% Lateral and Longitudinal Position 2325' w Marigold Street 11' s Curb face Field Notes: Longitudinal cracks Core broke apart & separated 4 -60 1 W/B Elder Avenue 3 1/4" 1 1/2" AC 6 1/4" AB Brown Silty Clay 27.3% Lateral and Longitudinal Position 1 3/4" AC 600' w Fuchsia Street IT s Curb face Field Notes: Longitudinal cracks, Raveling Core brake apart & separated 4 -61 1 W/B Fuchsia Street 4" 1 1/4" AC 5 3/4" AB Brown Silty Clay 21,5% Lateral and Longitudinal Position 2 3/4" AC 350' n Birchwood Avenue 11' w Curb face Field Notes: 4 -62 1 W/B Goldenrod Street 4 1/2" 1/2" AC 5" AB Brown Silty Clay 22.3% Lateral and Longitudinal Position 2" AC 200' n Elder Avenue 2" AC 9' w Curb face Field Notes: Longitudinal cracks Core broke apart & separated t_M LaBelle Marvin PAVEMENT ANALYSIS, DESIGN. TESTING. 1. INSPECTION SERVICES ® Project No. 36176 CORING RESULTS College Park East Client: RBF & Associates Coring Date(s):4 /16/2009 Technician(s): BM. JW PAVEMENT CORING DATA SOIL BORING DATA Core Lane Dir. Location Total Cross- T e Aggregate T e Soil Type Moisture Pavement Section Base (AB) (Maximum 3' depth) Content 4 - 1 E/B Fuchsia Street 7" 1 1/2" AC 2 3/4" AB Brown Silty Clay 24.6% Lateral and Longitudinal Position 1" AC 1682' e Aster Street 4 1/2" AC 10' n Curb face Field Notes: 4 -64 1 W/B Fir Avenue 4" 1/2" AC 3 1/4" AB Brown Silty Clay 23.6% Lateral and Longitudinal Position 1 1/4" AC 775' w Marigold Street 2 1/4" AC 12' s Curb face Field Notes: 4 - 1 W/B Guava Avenue 3" 1" AC 4 3/4" AB Brown Silty Clay 25.7% Lateral and Longitudinal Position 2" AC 2325' w Marigold Street 11' s Curb face Field Notes: 4 -66 1 W/B Hazelnut Avenue 4" 1 3/4" AC 3" AB Brown Silty Clay 23.4% Lateral and Longitudinal Position 2 1/4" AC 650' w Heather Street 9' s Curb face Field Notes: 4 -67 1 W/B Fir Avenue 3 3/4" 1 3/4" AC 3 1/4" AB Brown Clayey Sand 163% Lateral and Longitudinal Position 2" AC 700' w Wisteria Street 13' s Curb face Field Notes: 4 - 1 E/B Fir Avenue 3 1/4" I 1 /2" AC 6 3/4" AB Brown Clayey Sand 18.7% Lateral and Longitudinal Position 1 3/4" AC 1050' n Rose Street 12' w Curb face Field Notes: LM LaBelle Marvin PAVEMENT ANALYSIS. DESIGN, TESTING, 8 INSPECTION SERVICES Appendix D DEFLECTION DATA UM LaBelle Marvin kkk xw PAVEMENT ANALYSIS, DESIGN, TESTING, & INSPECTION SERVICES LABELLE • • MARVIN''INC PAVEMENT ENGINEERING, DESIGN, INSPECTION & •TESTING Candleberry Avenue Location: Seal Beach Aster Street to Marigold Street Date: 2009 -04 -07 08:35:09 Project: 36176 Candleberry Avenue Eastbound Lane 1 00 +00 Candleberry Avenue Eastbound Lane 1 Notes: Begin Testing Candleberry Avenue; Candleberry Avenue Eastbound Pvt Temp: 0° F Lane 1; CL of Aster Street GPS: 0° Lat, 0° Lon Limit E NIS 0 00 + 21 Candleberry Avenue Eastbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 0' Lat. 0° Lon Limit 0 NIS E. 01 +01 (test 1) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 80.6° F Avg FWD1: 57.4733 GPS: 33.7778° Lat, - 118.059° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.16 58.92 48.5 40.36 30.84 22.74 12.49 8.31 6.46 4 6.27 52.9 9.11 57.29 47.46 39.71 30.34 22.34 12.43 8.28 6.42 45.04 51.4 9.06 56.21 46.99 39.32 30 22.26 12.46 8.34 6.4 44.45 50.53 02 +01 (test 2) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 78° F Avg FWD1: 54.9367 GPS: 33.7776° Lat. - 118.059° Lon Limit 0 NIS r Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FW D10 9.55 56.23 44.34 38.26 30.51 23.66 14.28 9.78 7.51 42.03 • 48.77 9.55 54.58 43.5 37.5 29.96 23.25 14.09 9.68 7.44 41.19 47.41 9.57 54 42.97 37.17 29.67 23.1 14.09 9.72 7.47 40.63 46.61 03 +06 (test 3) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 59.9467 GPS: 33.7774' Lat, - 118.059° Lon Limit 0 NIS C Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD6 FWD9 FWD10 9.4 60.82 49.14 41.82 32.83 24.4 16.17 8.77 6.62 45.76 52.5 9.16 59.65 48.08 41.37 32.29 24,15 16.9 8.71 11.43 44.84 51.47 9.25 59.37 48.26 41.35 32.53 24.22 15.84 8.72 10.67 44.81 51.17 03 +99 (test 4) Candleberry Avenue Eastbound Lane 1 Notes: Longitudinal Cracks - Pvt Temp: 81.7° F Avg FWD1: 74.4033 GPS: 33.7773° Lat, - 118.059° Lon Limit C NIS C Force FWD7 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWOS FWD9 FWD10 8.84 74.82 60.09 49.94 38.58 28.63 16.81 10.71 7.94 58.36 66.58 8.96 74.51 60.18 50.03 38.73 29.02 16.85 11.06 8.25 58.12 66.15 8.94 73.88 59.6 49.47 38.46 28.88 16.75 11.09 8.24 57.63 65.45 05 +03 (test 5) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 85' F Avg FWD1: 61.65 GPS: 33.7771' Lat, - 118.058° Lon Limit ❑ NIS E Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.74 63.02 46.95 39.69 30.92 23.08 12.75 8.05 6.21 47.03 55.42 8.84 61.32 46.37 39.35 30.69 22.94 12.61 7.65 5.9 46.49 54.25 8.91 60.64 46.28 39.08 30.64 22.85 12.62 7.89 5.95 46.05 53.53 06 +01 (test 6) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 84.6° F Avg FWD1: 55.2833 GPS: 33.777° Lat, - 118.058' Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.76 56.2 41.84 34,92 26.24 19.62 10.36 6.22 4.8 41.9 49.46 8.86 54.94 41.14 34.33 25.94 19.32 10.29 6.12 4.64 41.14 48.31 9.01 54.71 41.19 34.39 25.97 19.42 10.33 6.06 4.54 41.12 48.11 07 +00 (test 7) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 86.1° F Avg FW01: 57.9833 GPS: 33.7769° Lat. - 118.058° Lon . Limit C NIS E Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD6 FWD9 FWD10 9.28 59.05 44.91 37.27 29.4 23.07 15.09 10.61 8.08 45.59 52.97 9.25 57.74 44.45 36.93 29.34 23.05 15.06 10.62 8.12 44.98 53.15 9.3 57.16 44.09 36.8 29.21 22.98 15.1 10.67 8.16 44.53 50.81 08 +05 Candleberry Avenue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 0° F GPS: 33.7769 Lat. - 118.058° Lon Limit C NIS ❑ • • 08 +05 (test 8) Candleberry Avenue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 86.1' F Avg FWD1: 62.5433 GPS: 33.7766° Lat, - 118.058° Lon Limit ❑ NIS 0 Force FW01 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD6 FWD9 FWD10 8.79 63.36 52.31 45.24 35.36 25.58 12.81 7.25 5.82 50.23 56.48 8.98 62.45 51.82 43.44 35.18 25.54 12.82 7.18 5.73 49.39 55.51 8.91 61.82 51.44 42.82 35.06 25.5 12.72 7.21 5.72. 48.88 54.89 09 +00 (test 9) Candleberry Avenue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 86.1° F Avg FWD1: 62.47 GPS: 33.7767° Lat, - 118.057° Lon Limit 0 NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FW09 FWD1 0 8.64 62.26 48.16 40.3 29.85 21.57 11.39 7.64 6.21 48.19 55.79 8.84 62.5 48.41 40.49 30.05 21.66 11.35 7.64 6.11 48.13 55.64 8.94 62.65 48.78 40.57 30.27 21.7 11.56 7.64 6.19 48.39 55.68 10 +03 (test 10) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 83.5' F Avg FWD1: 67.2867 GPS: 33.7766° Let. - 118.057° Lon Limit C NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD10 8.74 67.61 52.84 41.99 33.91 24.41 13.62 8.39 6.76 52.87 60.99 8.89 67.16 52.52 41,34 33.68 24.24 13.57 8.31 6.68 52,37 60.22 8.98 67.09 52.37 40.64 33.61 24.15 12,74 8.26 6.58 52.26 60.09 11+05 (test 11) Candleberry Avenue Eastbound Lane 1 Notes: Depression Pvt Temp: 84.2° F Avg FWD1: 69.92 GPS: 33.7766° Lat. - 118.057° Lon Limit ❑ NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD10 8.94 70.28 53.41 42.66 31.71 22.15 12.36 8.52 6.96 51.61 61.48 9.03 70.17 53,24 39.82 31.47 22.24 12.34 8.36 6.83 51.17 60.94 9.06 69.31 52.7 42.84 30.95 22.18 12.15 8.28 6.72 50.69 60.16 12 +07 (test 12) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 76,5° F Avg FWD1: 63.46 GPS: 33.7766° Lat, - 118.056° Lon Limit 0 NIS C Force FWOI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD70 8.47 63.59 48.91 40.13 30.15 21.25 10,81 6.88 26.39 46.87 55.9 8.54 63.75 49.22 40.39 30.27 21.27 10.87 6.96 25.2 46.91 56.1 8.64 63.04 48.73 40.09 29.62 20.95 10.71 6.78 18.51 46.35 55.15 13 +01 (test 13) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 86.4° F Avg FWD1: 59.9733 GPS: 33.7766° Lat. - 118.056° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWOIO 8.98 59.84 43.02 34.74 26.17 18.26 9.99 7.2 5.99 43.24 52.16 9.01 60.23 43.47 35.19 26.44 18.43 10.06 7.31 6.01 43.72 52.55 8.96 59.85 43.36 35.22 26.32 18.29 10 7.24 5.96 43.57 52.15 14+06 (test 14) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 88.3° F Avg FWD1: 50.8267 GPS: 33.7766° Lat, - 118,056' Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FINDS FWD7 FWD6 FWD9 FW01O 9.3 51.04 36.66 29.88 22.18 15.51 8.28 5.96 5.03 37.06 44.66 9.4 50.75 36.6 29.33 22.16 15.46 8.26 5.97 4.99 37.01 44.41 9.33 50.69 36.74 29.78 22.19 15.52 8.31 6.02 5.03 37.1 44.35 15 +01 (test 15) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 87.5° F Avg FWD1: 46.95 GPS: 33.7766° Lat. - 118.055° Lon Limit C NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 9.4 47.14 35.42 29.67 23.3 18.14 12.23 9.02 7.34 34.98 41.21 9.57 46.79 35.41 29.62 23.26 18.15 12.31 9.08 7.36 34.83 40.85 9.62 46.92 35.49 29.72 23.27 18.01 12.17 9.05 7.4 34.8 40.76 15+17 Candleberry Avenue Eastbound Lane 1 Notes: CL of Daisy Street Pvt Temp: 0° F GPS: 33.7766° Lat, - 118.055° Lon Limit E NIS ❑ 16 +02 (test 16) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 84.6° F Avg FWD1: 29.0333 GPS: 33.7766° Lat. - 118.055° Lan Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FINDS FWD7 FWOB FWD9 FWD10 9.89 29.4 23.48 20.3 16.88 13.63 9.16 6.57 5.15 23.2 26.45 9.74 28.95 23.18 20.19 16.7 13.51 9.13 6.54 5.11 22.88 26.08 9.74 28.75 23.11 20.07 16.62 13.47 9.12 6.57 5.12 22.69 25.87 17 +02 (test 17) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 80.2° F Avg FWD1: 29.0567 GPS: 33.7766° Lat, - 118.055° Lon Limit 0 NIS 0 Force FWOI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.72 29.38 24.08 21.25 17.93 14.91 10.5 7.6 5.86 23.44 26.08 9.74 29 23.84 21.07 17.78 14.83 10.5 7.61 5.86 23.17 25.71 9.81 28.79 23.7 20.95 17.73 14.81 10.52 7.62 5.88 23.04 25.54 17 +45 Candleberry Avenue Eastbound Lane 1 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.7766° Lat. - 118.055° Lon Limit E NIS 0 17 +61 Candleberry Avenue Eastbound Lane 1 Notes: CL of Fuchsia Street Pvt Temp: 0° F GPS: 33.7766° Lat, - 118.055° Lon Limit ❑ NIS C 18 +02 (test 18) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 80.2° F Avg FWD1: 42.96 GPS: 33.7766° Lat. - 118.054° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD& FWD7 FWD8 FWD9 FWD10 8.84 42.73 34.92 30.32 25.01 34.02 13.43 9.4 8.51 40.55 44.16 8.89 42.8 34.81 30.01 24.9 48.37 13.22 9.25 26.78 40.49 43.67 8.91 43.35 34.67 30.1 24.91 48.06 13.38 9.41 29.88 40.21 43.67 19 +01 (test 19) . Candleberry Avenue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 79.1° F Avg FWD1: 41.7333 GPS: 33.7766° Lat, - 118.054° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD6 FWD9 FWD10 9.01 41.84 32.61 27.89 22.31 17.3 11.02 8 6.49 33.65 38.31 8.96 41.65 32.51 27.9 22.28 17.34 11.04 8 6.49 33.45 38.14 9.06 41.71 32.62 27.82 22.43 17.46 11.13 8.1 6.53 33.52 38.18 20 +02 (test 20) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 74.3° F Avg FWD7: 31.7667 GPS: 33.7766° Lat, - 118.054° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.98 31.65 25.46 21.84 18,35 14.76 9.71 6.9 5.4 26.82 30.16 9.16 31.93 25.56 22.03 18.41 14.79 9.72 6.91 5.41 26.92 30.25 9.01 31.72 25.42 22.1 18.37 14.76 9.85 7 5.43 26.75 29.99 21+06 (test 21) Candleberry Avenue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 75.8° F Avg FWD1: 44.5467 GPS: 33.7766° Lat. - 118.053° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD] FWDB FWD9 FWDIO 8.72 44.49 33.62 28.12 21.84 16.28 10,17 7.49 6,33 33.63 39.75 8.74 44.46 33.73 28,29 22 16.37 9.99 7.5 6.35 33.71 39.72 8.91 44,69 34 28.62 22.31 16,64 10.58 7.56 6.42 33.94 39,85 22+03 (test 22) Candleberry Avenue Eastbound Lane 1 Notes: Pvt Temp: 75.8° F Avg FWD1: 61.3033 GPS: 33.7766° Lat. - 118.053° Lon Limit ❑ NIS C Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD6 FWD9 FW010 8.57 61.09 43.69 32.93 23.45 16.14 9.88 6.58 5.67 46.21 54.64 8.72 61,15 44.06 38.72 23.73 16,34 9.12 6.73 5.78 46,09 54.45 8.74 61.67 44,55 25.12 24,05 16.47 11,29 8.06 6.25 46.5 54.76 23 +08 (test 23) Candleberry Avenue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 76,9° F Avg FW01: 46.94 GPS: 33.7766° Lat, - 118.053° Lon Limit C NIS 0 Force FWD1 FWD2 FW1213 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 10.28 47.6 37.88 32.73 26.49 20.55 13.84 9.83 8.37 38.09 42.93 10.21 46.83 37.29 32.03 26.13 20.28 13.04 9.78 8.41 37.36 42.14 10.11 46.39 37 32.23 25.99 20.31 12.83 9.72 8.41 37.04 41.72 24 +07 (test 24) Candleberry Avenue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 80.6° F Avg FWD1: 34.46 GPS: 33.7766° Lat. - 118.052° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.59 34.44 26.88 23.2 18.8 15.03 10.48 8.06 6.63 26.62 30.77 8.74 34.56 27,07 23.37 19.01 15.2 10.58 8.16 6.66 26.75 30.83 8.74 34.38 27 23.34 18.95 15.18 10.6 8.21 6.68 26.62 30.71 25 +06 (test 25) Candleberry Averiue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 76.2° F Avg FWD1: 43.5233 GPS: 33.7766° Lat. - 118.052° Lan Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FW06 FWD7 FWDB FWD9 FWD10 8.5 43.45 3505 30.05 24.15 18.64 12,11 8.82 7.17 35.28 39.84 8.57 43.58 35.31 30.24 24.46 18.84 12.19 8.83 7.14 35.41 39.89 8.57 43.54 35.29 30.25 24,49 18.91 12.25 8.85 7.16 35.45 39.89 26 +01 (test 26) Candleberry Avenue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 78.7° F Avg FWD1: 62.9 GPS: 33.7766° Lat. - 118.052° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.11 62.74 47.54 42.51 36.07 26.5 16.11 12.56 10.43 48.97 54.52 8.25 62.93 47.95 42.72 36.34 26.71 16.17 12.69 10.5 49.42 54.61 8.3 63.03 48.35 43.02 36.64 26.78 16.22 12.54 10.52 49.35 54.58 27+00 (test 27) Candleberry Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 80.2° F Avg FWD1: 50.9533 • GPS: 33.7766° Lat, -118.051° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.62 50.58 40.89 35.01 27.43 20.33 11.63 8.75 7.44 39.06 44.43 8.64 51.06 41.42 35.43 27.89 20.71 11.91 8.9 7.58 39.49 44.85 8.59 51.22 41.3 35.55 27.89 20.77 11.95 8.91 7.6 39.3 44.9 27 +99 (test 28) Candleberry Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt temp: 80.9° F Avg FWD1: 45.21 GPS: 33.7766° Lat, - 118.051° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.69 45.16 36.73 31.92 25.89 20.38 10.84 8.33 6.91 36.17 40.74 8.72 45.41 37.17 32.41 26.41 20.92 10.97 8.42 7.04 36.3 40.94 8.81 45.06 36.89 32.17 26.23 20.8 10.99 8.41 7.02 36.02 40.55 29 +00 (test 29) Candleberry Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 77.6° F Avg FW01: 44.1967 - CPS: 33.7765° Lat, - 118.051° Lon Limit C NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD] FWDB FWD9 FWD10 9.08 44.49 33.41 28.33 22.36 16,76 9.97 7.87 6.79 33.91 39.22 9.03 43.96 33.01 27.99 22.15 16.6 9.89 7.8 5.78 33.43 38.61 9.06 44.14 33.17 28.14 22.26 16.69 9.96 7.85 6.79 33.53 38.71 30 +06 (test 30) Candleberry Avenue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 80.9° F Avg FWD1 i 40.7333 GPS: 33.7765° Lat, - 118.05° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.81 40.76 31.19 26.52 20.93 16.07 9.95 7.19 6.02 32.82 37.79 8.76 40,54 31.12 26.58 20.95 16.14 9.99 7.21 6.04 ' 32.69 37.54 8.84 40.9 • 31.53 26.75 21.22 16.31 10.08 7.31 6.14 32.99 37.79 31+03 (test 31) Candleberry Avenue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 75.1° F Avg FWD1: 39.0333 GPS: 33.7765° Lat. - 118.05° Lon Limit Ci NIS C Force FWD3 FWD2 •FWD3 FWD4 FWDS FWD& FWD7 FWDS FWD9 FWD10 9.11 39.13 30.89 26.68 27.59 16.88 10.56 7,46 6.15 33.66 38.11 9.18 38.88 30.74 26.54 21.58 16.91 10.58 7.48 6.1 33.5 37.8 9.23 39.09 30.91 26.79 21.59 16.94 10.67 '7.48 6.16 33.66 37.97 31+80 Candleberry Avenue Eastbound Lane 1 Notes: CL of Marigold Street Pvt Temp: 0° F GPS: 33.7765° Lat. - 118.05° Lon Limit C NIS C Candleberry Avenue Westbound Lane 1 00 +00 Candleberry Avenue Westbound Lane 1 Notes: Candleberry Avenue Westbound Lane 1; CL of Marigold Street Pvt Temp: 0° F GPS: 33.7765° Lat, - 118.05° Lon Limit C NIS C. • 00 +23 Candleberry Avenue Westbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 33.7765° Let. - 118.05° Lon Limit C NIS C 00 +52 (test 32) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 73.6° F Avg FWD1: 36.3533 GPS: 33.7766° Lat, - 118.05° Lon Limit C NIS C • Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD5 FWD7 FW08 FWD9 FWD10 9.33 36.86 29.5 25.69 21.11 16.79 10.88 7.79 6.28 31.05 34.72 9.16 36.16 28.99 25.25 20.79 16.61 10.84 7.73 6.19 30.44 33.94 9.18 36.04 28.95 25.34 20.76 16.62 10.94 7.79 6.2 30.32 33.82 01+54 (test 33) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 76.9° F Avg FW01: 35.0933 GPS: 33.7766° Lat. - 118.05° Lon ' Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.94 35.14 28.86 25.41 20.94 16.92 11.26 8.02 6.44 27.78 31.25 8.91 35.01 - 28.76 25.28 20.88 16.86 11.22 8.01 6.4 27.62 31.12 8.94 35.13 29.17 25.52 21.11 17.05 11.44 8.24 6.57 28 31.23 02+52 (test 34) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 78° F Avg FWD7: 42.5533 GPS: 33.7766° Lat, - 1.18.051° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FINDS FWD7 FWDS FWDS FWD10 9.64 43.01 35.1 30.56 24.88 19.41 11.71 7.81 6.15 35.68 39.65 9.47 42.42 34.67 30.26 24.79 19.42 11.68 7.78 6.12 35.16 39.06 9.47 42.23 34.59 30.16 24.7 19.34 11.65 7.75 6.12 34.96 38.84 03 +59 (test 35) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 77.6° F Avg FWD1: 26.7633 GPS; 33.7766° Lat. -118.051° Lon ' Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FW06 FW07 FINDS FWD9 rWD10 9.52 26.74 21.9 19.25 16.02 12.93 8.52 5.89 4.54 23.17 25.33 9.57 26.71 21.92 19.28 16.02 12.91 8.59 5.9 4.62 23.12 25.28 9.59 26.84 22.05 19.44 16.14 13.02 8.65 5.93 4.64 23.29 25.44 04 +49 (test 36) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 79.8° F Avg FWD1: 54,2167 GPS: 33.7766° Lat, -118.051° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.59 54.35 41.42 35.43 28.14 21.8 14.33 10.9 9.21 44.69 51,32 8.67 54.26 41,65 35.67 28.35 22.04 14.36 10.81 9.13 44.79 51.04 8.64 54.04 41,51 35.53 28.32 22.03 14.36 70.77 9.09 44.58 50.78 05 +53 (test 37) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 77.3° F Avg FWD1: 57.0633 GPS'. 33.7766° Lat, - 118.052° Lon Limit C NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 MIDI 9.69 57.63 47.35 41.14 30.59 22.72 13.82 10.21 8.48 43.41 49.67 9.42 56.59 46.79 40.92 30.38 22.58 13,75 10.15 8.39 42.71 48.63 9.52 56.97 47.26 41.3 30.81 22.76 13.84 10.23 8.44 42.98 48.99 06 +54 (test 38) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 76.9° F Avg FWD1: 45.97 GPS: 33.7766° Lat, - 118.052° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FW03 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD1O 9.2 46.14 36.27 31.39 25.15 19.57 12.41 9.08 7.6 36.58 41.81 9.11 45.78 36.07 31.3 25.17 19.62 12.46' 9.09 7.6 36.31 41.37 9.11 45.99 36.36 31.58 25.42 19.82 12.59 9.19 7.69 36.46 41.58 07 +51 (test 39) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 76.2° F Avg FWD1: 57.4567 GPS: 33.7766° Lat, - 118.052° Lon Limit C NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD1O 7.98 57.38 44.92 34.96 25.9 19.06 13.4 9.52 8.06 44.4 51.8 8.13 57.33 45.6 28.32 26.88 19.16 12.94 9.64 8.14 44.52 51.59 8.2 57.66 45.32 34.71 27.15 19.42 14,13 9.66 8.2 44.81 51.81 08 +48 (test 40) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 80.2° F Avg FWD1: 35.0533 GPS: 33.7766° Lat, - 118.053° Lan Limit ❑ NIS Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDe FWD9 FWDIO 9.67 35.29 29.53 25.81 21.27 16.92 11.3 8.11 6.8 28.88 32.33 9.62 35.12 29.44 25.77 21,28 16.92 11.14 8.15 6.78 28.82 32.1 9.5 34.75 29.22 25.62 21.14 16.88 10.98 8.12 6.76 28.5 31.68 09 +51 (test 41) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 80.6° F Avg FWD1: 44.39 GPS: 33.7766° Lat, - 118.053° Lon Limit 0 NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.06 44.6 33.82 28.49 22.18 16.48 9.87 7.3 6.01 35.74 41.04 8.96 44.41 33.79 28.55 22.28 16.56 9.94 7.3 5,99 35.68 40.87 8.96 44.16 33.73 28.64 22.2 16.56 10 7.39 6.02 35.29 40.45 10 +42 (test 42) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 78° F Avg FWD1: 38.4733 GPS: 33.7766° Lat, - 118.053° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FW05 FWD6 FWD7 FWDS FWD9 FWD10 9.33 38.29 29.36 24.75 19.35 14.61 9,13 6.45 5.38 30.7 35.66 9.38 38.7 29.61 25.06 19.58 14.85 9.17 6.61 5.43 30.96 35.87 9.25 38.43 29.42 24.9 19.44 14.76 9.11 6.54 5.38 3033 35.58 11 +41 (test 43) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: '79.1° F Avg FWD1: 58.3867 GPS: 33.7766° Lat, - 118.054° Lon Limit E NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD1O 8.91 59.04 45,99 39.73 31.45 24.3 14.93 11.03 9.14 48.48 55.04 8.81 58.14 45,5 39.41 31.26 24.22 14,93 11.01 9.08 47.73 54.21 8.89 57.98 45.43 39.26 31.39 24.34 15.01 11.12 9.16 47,53 53.94 12 +57 (test 44) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 80.2° F Avg FWD1: 38.7633 GPS: 33.7766° Lat, - 118.054° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9,28 38.87 31,64 27.68 22.81 18.35 12.06 8.52 6,93 31.98 35,41 9.2 38.77 31.56 27.62 22.87 18,44 12.14 8.55 6.97 31.9 35.25 9.25 • 38.65 31.5 27.58 22.81 18.36 12.12 8,6 6.98 31.76 35.11 13 +55 (test 45) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp; 82.4° F Avg FWD1: 45.5867 GPS: 33.7766° Lat, - 118.054° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FW01O 8.76 46.01 37.46 32.99 27.22 22.05 15.26 11.27 9.14 37.83 42.26 8.81 45.15 37.1 32.53 27.06 21.93 15.23 11.28 9.2 37.41 41.52 8.96 45.6 37.31 32.92 27.31 22.14 15,42 11.39 9.29 37.59 41.83 14 +21 Candleberry Avenue Westbound Lane 1 Notes: CL of Fuchsia Street Pvt Temp: 0° F GPS: 33.7766° Lat, - 118.054° Lon Limit 0 NIS C 74 +35 Candleberry Avenue Westbound Lane 1 Notes: Change in Pavement - Pvt Temp: 0° F GPS: 33.7766° Lat, - 118.054 Lon Limit C NIS C 14 +58 (test 46) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 83.9° F Avg FWD1: 46.3067 GPS: 33.7766° Lat, - 118.055° Lon Limit E NIS E Force FWD1 FWD2 FWD3 FW04 FWD5 FWD6 FWD7 FWD8 FWD9 FWOlO 8.96 46.39 37.49 33.02 27.27 21.65 14.82 9.67 7.46 36.72 41.5 9.11 46.42 37.52 33.07 27.3 21.74 13.98 9.67 7.47 36.69 41.43 8.98 46.11 37.52 33.01 27.26 21.64 14.42 9.66 7.5 36.62 41.15 15 +51 (test 47) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 89.4° F Avg FWD1: 37.2267 GPS: 33.7766° Lat, - 118.055° Lon Limit C NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FW010 9.3 37.47 28.61 24.19 19.27 14.73 8.65 6.47 5.35 27.54 32.35 9.33 36.85 28.24 23.91 19.02 14.46 8.53 6.4 5.23 27.14 31.86 9.38 37.36 28.67 24.16 19.16 14.64 8.55 6.46 5.3 27,51 32.27 16 +48 (test 48) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 84.2° F Avg FWD1: 57.5767 GPS: 33.7766° Lat, - 118.055° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.62 57.79 43.73 35.49 26.34 19.6 11.98 8.48 - 6.75 41.34 49.44 8.62 57.15 43.61 35.36 26.18 19.55 11.96 ' 8.49 6.76 41.08 48.95 8.62 57,79 44.25 35.72 26.57 19.68 12.11 8.57 6.77 41.17 49.32 16 +70 Candleberry Avenue Westbound Lane 1 Notes: CL of Daisy Street Pvt Temp: 0° F GPS: 33.7766° Lat, - 118.055' Lon Limit C NIS r • 17 +58 (test 49) Candleberry Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 84.2' F ' Avg FWD1: 82.7833 GPS: 33.7766° Lat, - 118.056° Lon • Limit Ci NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.47 82.61 60.82 48.52 33.06 21.91 ' 16.03 10 7.96 59.78 71.36 8.52 82.7 61.75 48.8 33.44 22.15 13.73 10.04 8.02 59.6 71.21 8.64 83.04 62.03 49.21 33.69 22.3 14.14 10.06 8.06 59.89 71.36 18 +54 (test 50) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 86.8° F Avg FWO1: 58.6867 GPS: 33.7766' Lat, - 118.056° Lan Limit E NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 BA/09 FWDI0 9.2 59.26 41.33 33.26 23.67 16.54 10.02 6,92 5.43 44.04 52.84 9.11 58.52 41.08 33.48 23.67 16.57 9.85 6.92 5.43 43.65 52.15 9.06 58.28 40.78 32.82 , 23.42 16.41 9.71 6.9 5,4 43.29 51.79 19 +54 (test 51) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 91.6° F Avg FWD1: 68.3833 GPS: 33.7766° Lat, - 118.056° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWOs FWD9 FWD10 9.06 67.97 51.09 41.98 31.93 23.66 13.83 10.12 8.28 .51.66 59.69 9.01 68.62 52.57 42.61 32.1 23.8 13.81 10.13 8.27 51.74 59.67 9.18 68.56 53.43 42.8 32.23 23.78 13.67 10.19 8.33 51.71 59.52 20 +52 (test 52) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 85.7° F Avg FWD1: 82.16 GPS: 33.7766° Lat, - 118.056° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD1O 9.13 82.62 64.63 53.55 41.02 31.13 19.34 12,78 10.2 62.76 72.63 9.16 82.09 64.81 53.56 41.14 31.26 19.45 12.98 10.29 62.66 72.27 9.06 81.77 64.71 53.46 41.15 31.22 19.5 13.18 10.36 62.49 72.01 21+56 (test 53) Candleberry Avenue Westbound Lane 1 • Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 89° F Avg FWD1: 85.4267 GPS: 33.7767° Lat, - 118.057° Lon Limit 0 NIS Farce FWD1 FWD2 FWD3 FWD4 FWD5 FWDS FWD7 FWDS FWD9 FWD10 8.62 83.88 66.23 57.41 44.71 33.12 19.93 12.94 8.88 64.39 74.61 8.69 85.4 67.65 57.8 45.95 34.06 20.85 13.67 9.45 65.65 75.67 8.84 87 69.19 58.58 46.53 34.78 21.45 14.23 9.95 66.95 77.13 22 +50 (test 54) Candleberry Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 91.2° F Avg FWD1: 62.13 GPS: 33.7767° Lat, - 118.057° Lan Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWDS FWD] FWDS FWD9 FWD10 9.42 62.7 49.41 43.42 36 28.58 17.87 11.76 8.67 48.93 55.16 9.45 62.04 49.1 43.11 36 28.96 17.05 11.72 8.65 48.3 54.53 9.45 61.65 48.92 42.94 35.66 27.85 17.08 11.7 8.7 48.17 54.06 23 +53 (test 55) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 94.1° F Avg FWD1: 52.6533 GPS: 33.7768° Lat, - 118.057° Lon Limit C NIS C' Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD1O 9.91 53.8 44.53 38.56 31.25 24.98 14.8 10.54 8.09 41.38 46.62 9.64 52.04 43.54 37.75 30.6 24.56 14.62 10.44 8.02 40.09 44.98 9.67 52.12 43.66 37.98 30.6 24.58 14.79 10.5 8.06 40.32 45.11 23 +53 (test 56) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 92.3° F - Avg FWD1: 51.2833 CPS: 33.7768° Lat, - 118.057° Lon Limit C NIS Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.35 51.54 42.47 36.73 29.71 23.89 14.53 10.37 8.13 40.94 45.91 9.5 51.31 42.38 36.75 29.68 23.87 14.58 10.39 8.05 40.72 45.58 9.45 51 42.29 36.57 29.61 23.85 14;56 10.44 8,12 40.53 45.35 24 +53 (test 57) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 92.7° F Avg FWD1: 61.2533 GPS: 33.7769° Lat. - 118.058° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWDS FWD& FW07 FWD8 FWD9 FWD10 9.03 61.97 46.83 39.07 31.4 24.54 15.21 10.4 7.87 47.46 53.92 9.16 61.29 46.59 39.03 31.37 24.54 14.94 10.38 32.36 46.82 53.14 9.16 60.5 46.05 38.6 31.07 24.4 14.89 10.35 54.78 46.18 52.43 25 +58 (test 58) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 94.8° F Avg FWD1: 58.2 GPS: 33.777° Lat, - 118.058° Lon Limit C NIS c Force FWD1 FWD2 FW133 FWD4 FWDS FWD6 FWD] FWD8 FWD9 FWD10 8.98 58.44 45.02 38.68 31 24.94 16.91 12.07 9.22 44.89 51.94 9.03 58.36 44.97 • 38.59 31.06 24.82 16.87 11.98 9.25 44.83 51.85 8.98 57.8 44.56 38.33 30.83 24.66 16.79 11.96 9.19 44.47 51.34 26 +53 (test 59) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 93° F Avg FWD1: 70.4367 GPS: 33.7771° Lat, - 118.058° Lon Limit C NIS C Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 • 8.98 70.98 56.7 48.58 38.7 29.96 18.63 11.78 8.42 56.08 63.88 9.06 70.49 56.73 48.68 39.06 30.15 18.7 11.91 8.49 55.75 63.4 9.01 69.84 56.46 48.23 38.81 30.1 18.62 11.82 8.44 55.17 62.73 27 +56 (test 60) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 91.9° F Avg FWD1: 89.8633 GPS: 33.7773° Lat, - 118.059° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.45 90.74 69.59 59.16 44.21 31.21 16.82 11.13 8.32 67.45 79.18 8.5 89.7 69.28 61.47 44.95 31.84 17.52 11.69 8.79 67.06 78.32 8.72 89.15 70.25 57.59 45.68 32.02 17.75 11.93 9 66.92 77.52 28 +64 (test 61) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 91.2° F Avg FWD1: 70.5667 GPS: 33.7774° Lat, - 118.059° Lon Limit C NIS C Force FWD7 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWDS FW010 8.89 71.1 53.31 44.52 32.87 24.14 12.69 8.89 7.24 52.26 61.13 9.08 70.7 53.61 45.02 33.28 23.92 12.92 8.92 7.27 51.93 60.61 9.01 69.9 53.23 45.11 32.28 24.25 12.93 9 7.29 51.26 59.69 29 +53 (test 62) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 89° F Avg FWD1: 66.9033 GPS: 33.7776° Lat, - 118.059° Lon Limit C NIS C Force FWD7 FWD2 FWD3 FWD4 FWD5 FWDS FWD7 FWD8 FWD9 FWD10 8.94 67.9 50.27 41.49 30.12 21.65 12.55 8.79 7.07 51.49 59.39 9.01 66.74 49.72 41.24 30.11 21.64 12.52 8.74 7.02 50.48 58.16 9.03 66.07 49.61 41.05 29.99 21.6 12.55 8.77 7 50.15 57.54 Candleberry Avenue Westbound Lane 1 30 +67 (test 63) Notes: Pvt Temp: 89.7° F Avg FWD1: 70.2767 GPS: 33.7778° Lat, - 118.059° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FINDS FWD6 FWD7 FWD6 FWD9 FWD1O 9.03 71.22 55.2 46.77 36.33 27.04 15.08 10.13 10.1 54.16 61.85 9.18 70.16 54.24 46.53 36.35 27.05 15.06 10.12 26.41 53.35 60.8 9.13 69.45 53,5 46.24 36.06 27.11 14.99 10.1 30.99 52.73 60.01 31 +46 (test 64) Candleberry Avenue Westbound Lane 1 Notes: Pvt Temp: 86.1° F Avg FWD1: 51.2933 GPS: 33.778° Lat, - 118.06° Lon Limit C NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD1O 9.18 52.52 38.12 30.96 22.67 16.01 8.28 5.63 4.85 37.42 45.53 9.08 50.84 37.44 30.59 22.53 16.03 8.33 5.6 4.81 36.39 44.08 9.13 50.52 37.44 30.58 22.63 16.07 8.39 5.67 4.87 36.29 43.84 31+56 Candleberry Avenue Westbound Lane 1 Notes: Cl of Aster Street Pvt Temp: 0° F GPS: 33.778° Lat, - 116.06° Lon Limit 7 NIS 7 • LABELLE • MARVIN. INC • • • PAVEMENT ENGINEERING. DESIGN. INSPECTION & TESTING • Elder Avenue Location: Seal Beach Fuchsia Street to Ironwood Avenue Date: 2009 -04 -07 08:35:09 Protect: 36176 Elder Avenue Westbound Lane 1 00 +00 Elder Avenue Westbound Lane 1 Notes: Begin Testing Elder Avenue; Elder Avenue Westbound Lane 1; CL of Pvt Temp: 0° F Fuchsia Street GPS: 33.776° Lat, - 118.054° Lon Limit ❑ NIS 00 +55 (test 90) Elder Avenue Westbound Lane 1 Notes: Raveling Throughout Pvt Temp: 94.8° F Avg FWD1: 45.4167 GPS: 33.778° Lat, - 178.055 Lon Limit ❑ NIS E Force FWD7 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD70 9.45 46.07 33.63 28.19 22.11 17.04 10.47 7.22 7.61 34.7 40.83 9.47 45.4 33.26 27.98 21.95 16.86 10.45 7.25 5.62 34.22 40.13 9.4 44.78 32.83 27.7 21.75 16.78 10.39 7.17 5.59 33.72 39.54 01+04 (test 91) Elder Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 94.5° F Avg FWD1: 42.7467 GPS: 33.7779° Let, - 118.055° Lon . Limit E NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FINDS FWD9 FW010 9.42 43.56 32.44 27.84 22.29 17.71 11.88 8.03 6.11 33.32 38.7 9.3 42.45 31.85 27.27 21.98 17.5 11.39 7.89 5,9 32.64 37.71 9.42 42.23 31.74 27.17 21.81 17.3 11.32 7.88 5.93 32.45 37.49 01 +57 (test 92) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 92.7° F Avg FWD1: 52.7467 GPS: 33.778° Lat. - 118.055° Lon Limit ❑ NIS E Force FWD7 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 • 8.96 53.38 38.91 32.52 24.88 18.85 11.83 8.35 6.52 41.48 48.22 9.01 52.61 38.55 32.08 24.66 18.65 11.7 8.31 6.42 41.04 47.35 B.98 52.25 38.2 32.03 24.56 18.71 11.74 8.34 6.49 40.71 47.07 • 02+00 (test 93) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 94.8° F Avg FWD1: 87.28 GPS: 33.778° Lat, - 118.055° Lon Limit ❑ NIS E Force FWD7 FWD2 FW133 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.4 87.31 63.56 51.54 37.48 26.42 13.68 9.64 8.06 62.81 76.36 8.52 86.93 64.4 51.98 37.91 26.47 13.89 9.87 8.21 62.57 75.5 8.67 87.6 64.53 52.43 38.16 26.67 13.76 9.81 8.18 63.15 76.04 • 02 +61 (test 94) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 95.6° F Avg FWD1: 36.9567 GPS: 33.778° Lat, - 118.055° Lon Limit 0 NIS E Force FWD1 FW02 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.62 37.44 27.87 23.62 18.56 14.41 9.06 6.27 4.92 27.21 32.29 9.67 36.95 27.67 23.53 18.57 14.39 9.05 6.26 4.94 26.79 31.7 9.47 36.48 27.45 23.29 , 18.33 14.25 B.95 6.22 4.88 26.61 31.35 03 +04 (test 95) Elder Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 96.3° F Avg FWD1: 52.1533 GPS: 33.778° Lat, - 118.055° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.84 52.41 36.55 29.93 22.55 16.72 10.02 6.33 4.98 37.65 45.75 8.91 52.22 36.69 30.09 22.65 16.85 9.6 6.37 5.01 37.69 45.49 8.89 51.83 36.45 29.86 22.48 16.56 9.54 6.34 4,98 37.35 45,13 03 +62 (test 96) Elder Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 95.9° F Avg FWD1 84.95 GPS: 33.778° Lat, - 118.056° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWO6 FWD7 FWO8 FWD9 FWD10 8.13 85.25 59.42 46.92 31.41 20.12 8.89 6.36 5.43 57,97 71.55 8.3 84.75 60.34 47.38 32.25 20.63 9.18 6.57 5.47 57.65 71.02 8.47 84.85 61.19 47.89 32.51 21.08 9.32 6.55 5.41 57,66 70.95 04 +08 (test 97) Elder Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 96.7° F Avg FWD1: 76.5467 GPS: 33.778° Lat, - 118.056° Lon limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.33 77.39 53.7 41.49 28.8 18.7 8.67 6.06 5.17 54.52 67.1 8.42 76.61 54.17 41.91 29.12 18.95 8.82 6.07 5.11 54.22 65.32 8.47 75.64 54.03 41.76 28.89 18.86 8.84 6.1 5.06 53.42 65.21 04 +58 (test 98) Elder Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 97.8° F Avg FWD1: 89.13 GPS: 33.778° Lat, - 118.056° Lon Limit 0 NI5 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.01 88.81 64.08 50.51 34.61 23.67 10.91 • 7.66 6.25 63.26 78.81 8.13 89,15 64.6 51.13 35.11 22.96 11.16 7.78 6.28 62.84 77.78 8.37 89.43 64.98 52 . 35.11 22.92 11.13 7.77 6,31 63.16 78.11 05 +05 (test 99) Elder Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 99.6° F Avg FWD1: 93,32 GPS: 33.778° Lat, - 118.056° Lon Limit 0 NIS 0 Force FWD7 FWD2 FWD3 FWD4 FWD5 FWD6 FW07 FWDS FWD9 FWD10 8.47 95.12 65.83 51.61 35 23.28 12.06 8.51 7.21 64.69 78.99 8.64 92,97 67.08 52.69 35.48 23.74 12.05 8.48 7.09 64.67 78.01 8.72 91.87 66.69 52.19 35.13 23.13 11,67 8.16 6.83 63.61 76.99 • • • 05+49 (test 100) Elder Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 97.8° F Avg FWD1: 86.5367 GPS: 33.778° Lat, - 118.056° Lon Limit ❑ NIS ❑ Force FWD7 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.79 83.83 64.56 48.61 32.97 20.54 11.09 7.81 6.4 59.01 72.11 8.89 87.11 63.43 48.53 32.49 20.69 10.99 7.75 6.24 58.43 70.95 9.03 88.67 64.47 49.48 32.87 20.97 11.16 7.88 6.33 58.39 70.69 06 +01 (test 101) Elder Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 91.9° F Avg FWD1: 105.897 GPS: 33.778' Lat, - 118.056° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWOB FWD9 FWD10 8.59 107.4 85.61 69.16 50.8 33.77 18.18 10.7 6.79 76.02 92.98 8.67 107.13 86.83 70,33 51.88 34.95 19.31 11.6 7.48 76.36 92.21 8.59 103,16 87.9 71.22 52.88 35.85 20.21 12.44 8.12 77.47 93.1 06 +51 (test 102) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 96.3° F Avg FWD1: 77.8833 GPS: 33.778° Lat, - 118.057° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD10 8,98 79.55 57.22 44.93 31.91 22.48 11.95 8 6.36 54.04 66.16 9.03 77.36 56.75 44.79 32.19 22.64 12.03 7.94 6.27 52.88 64.34 9.16 76.74 56.47 44.81 32.4 22.64 12.06 7.87 6.24 52.38 63.72 07 +02 (test 103) Elder Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 97.8° F Avg FWD7: 92.1733 GPS: 33.778° Lat, - 118.057° Lon Limit ❑ NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.2 93.17 63.18 50.75 36.65 26.21 17.45 11.13 8.45 64.41 79.31. 8.57 92.27 63,66 50.5 37.47 26.93 16.45 11,6 8.96 64.07 78.29 8.64 91.08 63.71 50.5 37.67 27.02 16.42 11.77 9.06 63.38 77.15 07 +66 (test 104) Elder Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 96.3° F Avg FWD1: 114.467 GPS: 33.7781° Lat. - 118.057° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FINDS FWD7 FWD6 FWD9 FWD10 8.15 114.25 83.32 65.17 43.93 29.02 14.03 8.34 5.44 78.84 97.9 8.18 114.27 85.19 67,12 45.76 29.83 14.94 8.94 5.79 80.05 98.44 8.2 114.88 86.39 67.21 46.14 30.66 15.5 9,37 6.24 80.7 99.01 08 +18 (test 105) Elder Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 104.4° F Avg FWD1: 88.1233 GPS: 33.7781° Lat, - 118.057° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD10 8.25 94.1 71.53 56.22 39.57 27.03 13.13 8.6 7.24 67.17 81.23 8.45 84.57 71.7 56.52 40,41 27.58 13.68 8.87 7.42 67.25 81.11 8.52 85.7 71.34 56.58 40.02 27.22 13.24 8.63 7.35 64.8 78.61 08 +53 (test 106) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 98.9° F Avg FWD1: 101.673 GPS: 33.7782° Lat, - 118.057° Lon Limit ❑ NIS ❑ Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD70 8.54 104.12 80.25 62.65 44.24 30.05 15.71 9.45 6.89 68.5 86.22 8.69 101.89 80,18 63.4 45.03 30.74 16.09 9.82 7.09 68.25 85.04 8.67 99.01 78.57 63.14 44.66 30.62 15.98 9.81 7.24 67,33 83.47 08 +56 Elder Avenue Westbound Lane 1 Notes: Begin Patch Pvt Temp: 0° F GPS: 33.7782° Lat, - 118.057° Lon Limit 0 NIS ❑ 08 +78 Elder Avenue Westbound Lane 1 Notes: End Patch, Change in Pavement Pvt Temp: 0° F GPS: 33.7782° Lat, - 118.057° Lon Limit 0 NIS 01 09 +05 (test 107) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 92.7° F Avg FWD1: 98.17 GPS: 33.7782° Lat, - 118.057° Lon Limit ❑ NIS 0 Force FWDI FWD2 FWD3 FWD4 FWOS FWD6 FWD7 FWDB FWD9 FWDIO 8.86 98.97 82.05 68.7 52.18 37.99 19.35 11.85 8.22 71.58 82.87 8.96 98.57 81.89 68.9 52.54 38.27 19.29 11.83 8.29 71.52 82.61 8.86 96.97 81.69 64.29 52.49 38.21 19.3 11.84 8.26 71.05 82.05 . 09 +58 (test 108) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 102.2° F Avg FW01: 113.527 GPS: 33.7783° Lai, - 118.058° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD7O 8.81 113.36 87.41 67.56 51.16 35.84 18.96 12.22 8.88 85.52 103.09 8.91 115.02 88.69 65.73 51.93 36.6 19.47 12.74 9.29 85.22 102.34 8.98 112.2 89.49 62.29 52.31 36.94 19.69 12.87 9.48 86.43 101.78 10 +03 (test 109) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 93° F Avg FWD1: 50.13 GPS: 33.7783° Lat, - 118.058° Lan Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.57 52.06 39.8 33.38 25.65 18.67 11.04 7.35 14.96 40.27 46.29 8.67 49.78 38.35 32.28 25.19 18.74 11.19 7.35 8.65 38.45 44.1 8.69 48.55 37.5 31.85 24.91 18.75 11.34 7.41 12.5 37.34 43.02 10 +50 (test 110) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 92.7° F Avg FWD1: 94.6867 GPS: 33.7794° Lat. - 118.058° Lon Limit C NIS 0 Force FW01 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FW139 FWDI 0 8.47 94.68 77.77 63.75 47.55 32.93 17.26 10.3 6.78 71.89 84.46 8.5 94.43 77.4 63.72 47.95 33.44 17.88 10.76 7.15 70.7 83.38 8,59 94.95 77.87 64.49 48.53 34.2 18.59 11.38 7.58 70.92 83.3 10+67 Elder Avenue Westbound Lane 1 Notes: Change in Pavement, Begin Patch Pvt Temp: 0° F GPS: 33,7784° Lat, - 118.058° Lon Limit C NIS 0 11 +00 (test 111) Elder Avenue Westbound Lane 1 Notes: On Patch Pvt Temp: 95.9° F Avg FWD1: 77.6567 GPS: 33.7785° Lat, - 118,058° Lon Limit C NIS 0 Force FW01 FWD2 FWD3 FWD4 FWDS FWDS FWD7 FWD8 FWD9 FWD10 8.5 76.9 59.63 50.46 40.19 30.44 18.57 11.88 8.36 64.07 72.88 8.54 77.57 60.38 50.84 40.88 31.27 19.24 12.43 8.85 64.43 72.94 8.74 78.5 61.4 51.03 41.75 31.84 19.62 12.66 9.02 64.95 73.96 11+15 Elder Avenue Westbound Lane 1 Notes: End Patch Pvt Temp: 0° F GPS: 33.7785° Let, - 118.058° Lon Limit C NIS 0 11 +54 (test 112) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 91.9° F Avg FW01: 79.01 GPS: 33.7786° Let, - 118.058° Lon Limit 0 NIS 0 Force FWD7 FWD2 FWD3 FW134 FWDS FWD6 FWD7 FWD6 FWD9 FWD1O 8 :79 80.14 60.99 50.65 38.56 27.98 16.54 11.48 8.45 59.95 70.69 8.86 78.61 60.29 51.12 38.71 28.61 17.02 11.61 8.53 58.94 69.29 8.96 78.28 60.55 51.07 38.95 28,93 17.35 11.73 8.62 58.99 68.72 12 +01 (test 113) Elder Avenue Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 104.4° F Avg FWD1: 98.8833 GPS: 33.7787° Lat, - 118.058' Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD6 FWD9 FWD10 8,76 99.91 74.92 56.65 44,27 30.55 15.21 9.72 7.62 72.07 85.97 9.03 98.81 74.75 56.61 44.32 30.91 ' 15.64 10.13 7.99 71.24 84.04 9.08 97.93 74.59 57.28 44.45 30.79 15.63 10.18 8.01 70.47 83.09 12 +51 (test 114) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 104° F Avg FWD1: 75.0133 GPS: 33.7788° Lat, - 118.058° Lon Limit C NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.79 76,18 55.21 43.09 35,89 27.48 17.38 11.45 8.22 57.9 68.04 8.94 75.14 55.11 45.92 35.99 27.62 17.46 11.55 8.39 57.19 66.78 8.96 73.72 54.54 45.6 35.65 27.51 17.39 11.56 8.43 56.26 65.22 13 +01 (test 115) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 104.7° F Avg FWD1: 74.52 GPS: 33.7789° Lat. - 118.058° Lon Limit C NIS ❑ Force FW01 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD10 9.18 76.21 56.28 45.18 31.9 21.53 11.23 7.45 6.09 54.39 65.17 9.33 74.55 55.62 45.07 31.63 21.63 11.15 7.31 5.94 53 -22 63.44 9.3 72.8 54.6 44,37 31.16 21.27 11.03 7.25 5.86 52.15 62.03 13 +55 (test 116) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 101.8° F Avg FWD1: 41.5433 GPS: 33.779° Lat, - 118.058° Lon Limit E NIS Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD10 9.67 42.45 31.57 23.19 20.95 16.2 9.81 6.66 5.31 30.98 36.82 9.69 41.8 30.85 24.66 20.72 16.11 9.84 6.74 5.37 30.27 35.78 9.62 40.38 30.39 24.41 20.53 15.97 9.81 6.66 5.26 29.83 35.09 14 +01 (test 117) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 97.8° F Avg FWD1: 26.54 GPS: 33.7791° Lat, - 118.059' Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FW05 FWD6 FWD7 FWD6 FWD9 FWD10 8.81 26.68 20.86 17.88 14.47 11.51 7.52 5.23 11.83 19.31 22.42 8.89 26.65 20.87 17.93 14.51 11.49 7.54 5.23 13.11 19.18 22.31 8.79 26.29 20.61 17.75 14.38 11.38 7.47 5.17 12.01 18.91 22 14 +51 (test 118) Elder Avenue Westbound Lane 1 Notes: Pvt Temp: 100.7° F Avg FWD1: 19,4333 GPS: 33.7792° Lat. - 118.059° Lon Limit C NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FW09 FWD10 8.5 19.35 14.29 12.05 9.77 7.7 5.3 4.08 3.51 13.77 17.21 8.59 19.37 14.31 12.07 9.82 7.7 5.31 4.1 3.54 13.79 17.22 8.76 19.58 14.53 12.22 9.91 7.76 5.29 4.05 3.56 13,92 17.38 14 +84 Elder Avenue Westbound Lane 1 Notes: CL of Ironwood Avenue Pvt Temp: 0° F • GPS: 33.7792° Lat. - 118.059° Lon Limit 0 NIS C Elder Avenue Eastbound Lane 1 00 +00 Elder Avenue Eastbound Lane 1 Notes: Elder Avenue Eastbound Lane 1; CL of Ironwood Avenue Pvt Temp: 0° F GPS: 33.7792° Let, - 118.059° Lon Limit 0 NIS 0 00 +21 Elder Avenue Eastbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 33.7792° Lat. - 118.059° Lon Limit 0 NIS 0 00 +30 (test 119) Elder Avenue Eastbound Lane 1 Notes: Raveling Throughout Pvt Temp: 103.6° F Avg FWD1: 18,8033 GPS: 33.7791° Lat, - 118.059° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.86 19 15.2 13.23 10.97 8.91 5.95 4.1 3.21 15.11 17.13 8.84 18.64 14.97 13.02 10.84 8.72 5.87 4.09 3.12 14,77 16.78 8.91 18.77 15.1 13.13 10.88 8.78 5.91 4.11 3.2 14.85 16.84 • 00 +76 (test 120) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 103.6° F Avg FWD1: 62.0167 GPS: 33.779° Lat. - 118.059° Lan Limit ❑ NIS Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.89 62.58 45.95 37.89 28.2 20.07 10.63 6.84 5,47 45.73 54.23 8.91 61.81 45.62 37.75 28.14 20.08 10.53 6.88 5.48 45.05 53.26 8.96 61.66 45.57 37.73 28.17 20.13 10.6 6.92 5.52 44.91 53.02 01+27 (test 121) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 104.4° F Avg FWD1: 62.4133 GPS: 33.7789° Lat, - 118.059° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.79 . 64.07 46.92 38.39 28.35 20.1 10.35 6.55 5.22 47.13 56.2 8.86 62.21 46.1 37.76 28.12 20.1 10.37 6.54 5.14 45.91 54.34 8.91 60.96 45.43 37.39 27.79 19.92 10.37 6.6 5.18 44.98 53.1 01+77 (test 122) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 108° F Avg FWD1: 67.0967 GPS: 33.7788° Lat. - 118.058° Lon Limit ❑ NIS Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD] FWDB FWDS FWD10 8.76 68.63 51.55 42.9 33.6 25.27 15.39 10.68 9.2 53.1 62.11 8.84 66.58 50.53 42.51 33.21 25.05 15.27 10.51 10.46 51.61 60.02 8.94 66.08 50.36 42.36 33.21 25.17 15.43 10.64 15.33 51.31 59.57 02 +36 (test 123) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 108° F Avg FWD1: 94.08 GPS: 33.7787° Lat, - 118.058° Lan Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD] FWDB FWD9 FWD10 8.35 95.03 69.78 52.8 39.03 27.05 14.71 9.71 44.76 65.08 78.85 8.69 94.03 70.4 55.12 39.33 27.41 15.04 10.18 4.21 64.28 77.39 8.81 93.18 70.71 55.43 39.59 27.55 15.11 10.23 5.85 63.79 76.69 02 +87 (test 124) Elder Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 105.8° F Avg FWD1: 100.48 GPS: 33.7786° Lat, - 118.058° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.25 99.47 75.86 58.89 42.66 29.13 15.84 9.77 6.96 73,56 89.63 8.45 102.02 76.83 58,46 44.65 30.84 17,27 10,99 7.86 74.88 90.42 8.72 99.95 77.55 59.3 45.21 31.48 17.88 11.51 8.35 74.95 90.43 • 03 +50 (test 125) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 113.5° F Avg FWD1: 105.07 GPS: 33.7785° Lat, - 118.058° Lon Limit ❑ NIS ❑ Force FWD7 FWD2 FWD3 FW04 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.5 105.26 82.74 68.41 53.76 39.26 21.06 11.56 8.2 80.7 94.58 8.72 104.41 84.02 68.29 55.32 40,56 22.02 12.45 8.86 81.28 94.45 8.76 105.54 85.5 69.32 56.61 41.91 23.11 13.12 9.41 82.31 95.51 04 +02 (test 126) Elder Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 115° F Avg FWD1: 109.033 GPS: 33.7784° Lat, - 118.058° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD1O 8.67 116.74 90.28 73.07 57.27 39.73 20.16 10.61 7.18 83.16 99.6 8.84 115.89 91.93 72.94 57.75 40.69 20.58 10.92 7.42 83.17 98.6 8.91 94.47 93.45 76.49 59.21 41.83 21.79 11.31 7.85 83.85 99.27 04 +19 (test 127) Elder Avenue Eastbound Lane 1 . Notes: Change in Pavement Pvt Temp: 115.7° F Avg FWD1: 115.313 GPS: 33.7784° Lat, - 118.058° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FW05 FWD6 FWD7 FWDB FWD9 • FWD1 8.79 113.67 87.69 70.17 58.04 40.15 19,99 9.65 5.93 80.81 97.83 8.98 117.28 94.01 77,69 61.34 43.15 21.99 11.08 6.57 82.42 99.12 8.96 114.99 93.76 77.94 60.96 43.21 22.2 11.47 6.81 81.49 97:49 04 +80 (test 128) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 120.1° F Avg FWD1: 63.56 GPS: 33.7783° Lat, - 118.058° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWDIO 9.45 65.56 48.71 40.62 30.87 22.61 12.87 7.24 5.34 48.73 57.35 9.4 62.78 47.25 39.5 30.35 22.36 12.09 7.24 5.31 46.73 54.68 9.55 62.34 47.04 39.35 30.27 22.29 12.1 7.24 5.37 46.19 53.98 05+76 (test 1 29) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 120.5° F Avg FWD1: 66.1767 GPS: 33.7782° Let, - 118.057° Lon Limit E NIS r Farce FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD10 9.4 68.06 46.15 37.01 26.89 19.49 11.22 7.57 5.89 46.72 58.26 9.25 65.28 45.27 36.23 26.54 19.45 11.24 7.57 5.82 44.99 55.28 9.4 65.19 45.1 36.36 26.61 19.39 11.1 7.5 5.74 44.78 54.96 06 +11 Elder Avenue Eastbound Lane 1 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.7782° Lat. - 118.057° Lon Limit ❑ NIS ❑ 06 +34 (test 130) Elder Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 116.1° F Avg FWD1: 93.3867 GPS: 33,7781° Lat. - 118.057° Lon • Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD& FW07 FWD& FWD9 FWD10 8.35 95.05 71.83 52.95 34.81 25.12 12.99 7.75 5.99 63.46 79.78 8.54 92.76 71.15 52.83 34.61 24.97 12.72 7.55 5.82 62.39 77.84 8.69 92.35 70.24 52.62 34.47 24.77 12.52 7.34 5.57 61.85 77.45 06+79 (test 131) Elder Avenue Eastbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 117.2° F Avg FWD1: 93.1033 GPS: 33.7781° Lat, - 118.057° Lon Limit ❑ NIS 0 Force FWD1 FW132 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 9.2 95.21 73.97 56.94 42.93 29.7 13.79 7.89 6.61 62.66 77.5 9.38 92.66 73.59 58.65 42.53 29.35 13.3 7.47 5.92 61.43 75.5 9.45 91.44 73.12 56.67 42.2 29.11 12.91 7.1 5.6 61.06 74.18 07 +26 (test 132) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 117.9° F Avg FWD1: 70.5433 GPS: 33.778° Lat. - 118.057° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.11 72.07 51.79 41.23 30.5 21.51 10.86 6.57 4.96 53.47 63.6 9.25 70.24 51.11 41.01 30.34 21.53 9.38 6.48 4.94 52.25 61.81 9.18 69.32 50.73 40.42 30.16 21.47 12.3 6.53 4.94 51.61 60.9 07 +79 (test 133) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 117.2° F Avg FWD1: 83.1433 GPS: 33.778° Lat, - 118.057° Lon Limit ❑ NIS r Force FWD1 FW02 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FW01O 8.54 84.2 61.36 46.57 37.62 26.97 15.05 10.43 8.57 62.23 74.08 8.86 83.13 61.2 48.86 37.73 27.2 15.01 10.34 8.37 61.43 72.65 8.86 82.1 60.96 50,22 37.79 27.34 15.11 10.44 8.41 60.7 71.74 08 +34 (test 134) Elder Avenue Eastbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 117.2° F Avg FWD1: 88.0633 GPS: 33.778° Lat. - 118.057° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.84 89.39 63.98 47.97 36.54 25.4 13.21 8.8 6.94 61.47 74.59 9.11 87.93 63.95 47.85 36.88 25.52 13.22 8.67 6.83 60.34 72.72 9.16 86.87 63.96 50.46 36.68 25.55 13.2 8.62 6.77 59.94 71.89 08 +77 (test 135) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 119° F Avg FWD1: 82.89 GPS: 33.778° Lat, - 118.056° Lon Limit 0 NIS Force FWD7 FWD2 FWD3 FWD4 FWD5 FWD6 FWD] FWD6 FWD9 FWD10 9.11 84.84 60.69 48.26 36.02 25.61 13.29 8.99 6.7 59.48 71.56 9.16 82.19 59.75 47.73 35.65 25.54 13.14 8.35 6.49 57.72 69.13 9.28 81.64 59.8 48.43 35.47 25.41 13.23 8.4 6.53 57.15 68.24 08 +83 Elder Avenue Eastbound Lane 1 Notes: Begin Patch Pvt Temp: 0° F GPS: 33.778° Lat, - 118.056° Lon • Limit ❑ NIS 0 09 +21 Elder Avenue Eastbound Lane 1 Notes: End Patch Pvt Temp: 0° F GPS: 33.778' Lat. - 118.056° Lon Limit 0 NIS 0 09 +31 (test 198) Elder Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 116.1• F Avg FWD1: 94.4167 GPS: 33.7779° Lat, - 118.056° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD] FWDB FWD9 FWD10 8.52 95.66 71.22 57.88 44.73 32.84 19.54 12.77 9.56 69.62 82.55 8.72 93.74 71.31 58.04 45.24 33.4 20.12 13.29 10.29 69.61 81.88 8.69 93.85 70.9 58.28 44.99 33.32 20.02 13.29 10.15 69.18 80.88 09 +83 (test 199) Elder Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 116.8° F Avg FWD1: 98.7333 GPS: 33.7779° Lat, - 118.056° Lon Limit 0 NIS 0 Force FWD1 FWDZ FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.84 98.98 68.7 51.33 32.75 21.35 10.09 7.17 6.27 67.66 82.58 8.81 98.4 69.13 55.04 32.8 20.92 9.45 6.49 5.63 66.99 81.75 8.91 98.82 70.58 54.4 33.02 20.93 9.43 6.55 5.51 67.12 81.8 10 +32 (test 200) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 71' F Avg FW01: 89.54 GPS: 33.7779° Lat, - 118.056° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.33 95.36 63.77 48.23 33.2 21.15 10.07 6.41 5.5 67.86 82.72 8.52 86.85 64.45 50.04 33.67 21.51 9.46 6.19 5.11 66.73 81.54 8.52 86.41 64.69 50.25 33.75 21.59 9.56 6.26 5.08 66.12 80.49 10 +79 (test 201) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 120.1° F Avg FWD1: 49.4967 GPS: 33.7779' Lat, - 118.056° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.57 49.96 36.03 29.44 22.04 15.8 8.59 5.92 5.01 35.74 42.76 9.62 49.49 35.79 29.44 22 15.73 8.64 5.97 5.05 35.53 42.27 9.57 49.04 35.64 29.32 21.99 15.77 8.67 5.97 5.03 35.24 41.83 11+29 (test 202) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 118.7° F Avg FWD1: 52.1167 GPS: 33.7779' Lat. - 118.056° Lon Limit 0 NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.69 53.15 37.6 30.38 22.29 15.65 8.07 5.37 4.54 38.07 46.12 9.79 51.72 36.95 30 22.1 15.6 8.18 5.45 4.48 37.08 44.64 9.74 51.48 36.78 29.85 22.13 15.59 8.23 5.5 4.56 36.85 44.32 11+77 (test 203) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 119.4° F Avg FWD1: 49 GPS: 33.7779° Lat, - 118.055° Lon Limit O NIS G Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.64 50.45 37.34 30.84 23.58 17.27 9.76 6.75 5.5 36.85 44.01 9.59 48.84 36.34 30.12 23.11 17.02 9.64 6.78 5.8 35.74 42.55 9.67 49.09 36.67 30.44 23.44 17.21 9.77 6.77 5.79 35.93 42.58 12 +28 (test 204) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 119.8° F Avg FWDI: 30.4767 GPS: 33.7779° Lat, - 116.055° Lon Limit G NIS C Force FWDI FWD2 FWO3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.79 30.52 23.28 19.98 15.91 12.51 8.27 6.02 4.9 21.48 25.29 8.86 30.53 23.47 20.03 16.05 12.57 8.34 6.07 4.91 21.62 25.33 8.84 30.38 23.39 19.99 16.04 12.61 8.35 6.1 4.93 21.57 25.25 12 +81 (test 205) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 118.7° F Avg FWD1: 27.15 GPS: 33.7779' Lat. - 118.055° Lon Limit C NIS E Force FWD7 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 . FWD10 8.47 27.32 20.04 16.57 13.41 10.6 7.02 5.11 4.19 20.75 24.45 B.57 27.03 20.07 16.59 13.41 10.52 7.04 5.09 4.17 20.51 24.08 8.59 27.1 20.04 16.88 13.38 10.55 7.01 5.12 4.23 20.62 24.16 13 +27 (test 206) Elder Avenue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 117.6° F Avg FWD1: 28.0067 GPS: 33.7779° Lat. - 118.055° Lon Limit E NIS Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.79 28.4 21.21 18.09 14.51 11.71 8.05 5.91 4.87 21.84 25.44 8.72 27.77 20.84 17.83 14.35 11.53 7.92 5.9 4.84 21.4 24.77 8.72 27.85 21 17.89 14.46 11.58 7.96 5.88 4.82 21.41 24.75 13 +77 (test 207) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 117.2° F Avg FWDI: 54.0567 GPS: 33.7779° Lat, - 118.055° Lon Limit C NIS G Force FWDI FWD2 FWD3 FWD4 FW05 FWD6 FWD7 FWD8 FWD9 FWD10 ' 8 :62 55.01 42.33 34.51 25.64 18.18 10.04 6.84 5.37 37.1 44.59 8.64 53.67 41.95 34.4 25.46 18.07 10 6.82 5.34 36.33 43.49 8.57 53.49 42.2 34,72 25.63 18.22 10,09 6.93 5.4 36.27 43.11 14 +25 (test 208) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 120.1° F Avg FWD1: 35.78 GPS: 33.7779° Lat, - 118.055° Lon Limit G NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.76 36.11 26.94 22.78 18.18 14.21 9.16 6.34 4.94 27.26 32 8.84 35.57 26.64 22.54 18 14.07 9.1 6.35 5 26.88 31.46 8.86 35.66 26.72 22.68 17.97 14.07 9.11 6.37 5.01 26.94 31.57 14 +76 (test 209) Elder Avenue Eastbound Lane 1 Notes: Pvt Temp: 119 F Avg FWD1: 19.6367 GPS: 33.7779° Lao - 118.054° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FW D5 FW06 FWD7 FWDS FWD9 FWD1O 9.47 20.06 18.71 17.28 14.01 11 7.19 5.19 4.13 15.66 17.43 9.35 19.49 16.25 16.81 13.65 10.73 7.11 5.17 4.12 15.22 16.92 9.4 19.36 18.13 16.78 13.62 10.71 7.09 5.17 4.1 15.05 16.74 14 +99 Elder Avenue Eastbound Lane 1 Notes: CL of Fuchsia Street Pvt Temp: 0° F GPS: 33.7779' Lat, - 118.054° Lon Limit ❑ NIS ❑ • • LABELLE • MARVIN INC PAVEMENT ENGINEERING, DESIGN. INSPECTION & TESTING Fir Avenue Location: Seal Beach Goldenrod Street to Ironwood Avenue Date: 2009 -04 -07 08:35:09 Project: 36176 Fir Avenue Westbound Lane 1 00 +00 Fir Avenue Westbound Lane 1 Notes: Begin Testing Fir Avenue; Fir Avenue Westbound Lane 1; CL of Pvt Temp: 0° F Goldenrod Street GPS: 33.7787' Lat, - 118.054' Lon Limit ❑ NIS 00 +22 Fir Avenue Westbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 33.7787° Lat, - 118.054' Lon Limit 0 NIS 00 +53 (test 255) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 100.3° F • Avg FWD1: 20.7033 GPS: 33.7786° Lat. - 118.054' Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.74 20.74 17.27 15.45 13.42 11.27 7.95 5.51 3.87 17.18 18.61 8.79 20.81 17.34 15.56 13.48 11.31 8.01 5.53 3.88 17.3 18.68 8.79 20.56 17.18 15.42 13.37 11.24 7.97 5.52 3.88 17.06 18.43 01 +06 (test 256) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 95.6' F Avg FWD1: 83.6667 GPS: 33.7786° Lat, - 119.054' Lon Limit 0 NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD6 FWD9 FWD1O • 8.72 83.81 64.33 53 38.27 25.54 13 9.2 54.53 56.5 67.96 8.84 83.5 64.6 53.15 38.51 25.8 13.05 9.11 28.45 56.24 67.47 8.86 83.69 64.88 53.5 38.98 25.97' 13.12 9.24 38.83 56.38 67.84 01+51 (test 257) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 105.1° F Avg FWD1: 76.5833 GPS: 33.7786° Lat, - 118.054° Lon Limit ❑ NIS 0 Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.42 76.91 54.06 43.19 31.19 21.3 11.37 8.07 15.39 56.89 67.83 8.45 76.35 54.34 43.5 31.51 21.56 11.44 8.06 8.28 56.3 66.9 8.64 76.49 54,81 43.77 31.86 21.88 11,55 8.09 13.17 56.37 66.65 02 +01 (test 258) Fir Avenue Westbound Lane 1 • • Notes: Pvt Temp: 101.8° F Avg FWD1: 106.777 GPS: 33.7786° Lat, - 118.054° Lon Limit ❑ NIS ❑ Force FWD7 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.2 104.05 76.29 61.12 44.17 29.28 15.29 10.96 8.68 77.01 92.93 8.35 107.22 78.18 63.33 45.67 30.39 15.98 11.52 9.23 77.54 93.14 8.52 109.06 79.99 65.1 46.88 31.27 16.51 12.07 9.7 78.65 94.22 02 +48 Fir Avenue Westbound Lane 1 Notes: CL of Fuchsia Circle Pvt Temp: 0° F GPS: 33.7786° Lat. - 118.054° Lon Limit E NIS 02 +59 (test 259) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 100.7° F Avg FWD1: 80.4857 GPS: 33.7786° Lat. - 118.054° Lon Limit ❑ NIS 0 Force FWO1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD70 9.16 81.81 64.82 53.92 40.57 28.83 16.45 12.65 5.86 58.29 68.57 9.2 80.19 63.71 53.27 40.17 28.84 16.31 12.51 12.15 57.3 66.88 9.16 79.46 63.36 53.09 40.03 28.76 16.28 12.47 9.1 56.79 66.21 03 +02 (test 260) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 105.1° F Avg FWD1: 79.75 GPS: 33.7786° Lat. - 118.055° Lon Limit 0 NIS 0 Force FW01 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWDIO 8.79 76.1 56.34 43.81 29.61 18.85 10.06 7.56 13.91 55.4 68.36 8.76 , 81.58 56,37 44,13 29.97 19.19 10.21 7.56 19.16 54.89 67.31 8.84 81.57 56.95 44.5 30.33 19.32 10.3 7.66 4.67 54.76 66.94 03 +56 (test 261) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 105.8° F ' Avg FWD1: 73.97 GPS: 33.7786° Lat, - 118.055° Lon Limit ❑ NIS C Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FW07 FWD6 FWD9 FWDIO 8.74 74.68 49.33 37.52 25.04 16.09 8.39 6.06 23.9 53.08 65.59 8.76 73.8 49.26 37.48 25.3 16.37 8.57 6.19 13.36 52.29 64.14 8.72 73.43 49.41 38.26 25.48 16.52 8.57 6.15 8.07 52.03 63.61 • 04 +06 (test 262) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 103.6° F Avg FWD1: 74.74 GPS: 33.7786' Let, - 118.055' Lon Limit ❑ NIS Force FWD7 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD1O 8.52 74.72 51.41 41.12 29.34 20.18 10.95 7.66 3.52 54.3 65.76 6.74 74.66 52.14 41.98 30 20.71 11.36 7.84 7.25 54.21 65.25 8.91 74.84 52.46 42.15 30.12 20.84 11.4 7.9 8.24 54.29 65.29 04+55 (test 263) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 108° F Avg FW01: 84.42 GPS: 33.7786° Let, - 118.055° Lon Limit 0 NIS C Force FWD1 FW02 FWD3 FWD4 FWD5 FWO6 FWD7 FWDB FWD9 FWD1O 8.76 83.6 61.04 48.88 35.03 24.68 14.65 10.06 24.11 62.97 75.42 8.86 85.17 60.88 49.17 35.28 24.85 14.46 10.1 13.33 62.06 74.33 8.94 84.49 61 48.99 35.27 25.02 14.49 10.12 10.58 61.91 73.68 04 +92 Fir Avenue Westbound Lane 1 Notes: CL of Daisy Circle Pvt Temp: 0' F GPS: 33.7786° Lat, - 118.055° Lon Limit C NIS • 05 +08 (test 264) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 105.8° F Avg FWD1: 75.64 GPS: 33.7786° Lat. - 118.055° Lon Limit 0 NIS 0 Force FWD7 FWD2 FWD3 FWD4 FWD5 FWDS FWD7 FWDB FWD9 FWD10 8.69 76.37 57.78 48.21 36.69 26.96 14.88 10.18 33.7 60.1 70.61 9.01 76.02 58 48.16 36.89 27.19 15.11 10.18 20.3 59.72 69.53 8.98 74.53 56.47 47.34 36.11 26.89 14.85 10.06 20.07 58.07 67.92 05 +64 (test 265) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 101.4° F Avg FWD1: 115.903 GPS: 33.7786° Lat. - 118.055° Lon Limit 0 NIS C Force FWD1 FWD2 FWO3 FW04 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.69 117.29 84.29 69.26 47.78 29.64 14.58 11.7 9.01 84.86 83.81 8.91 112,82 92.19 59.28 48.26 30.25 16 12.41 9.5 85 78.56 8.86 117.6 82.55 72.18 48.67 30.64 16.72 12.9 9.97 85.26 80.03 06 +20 (test 266) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 105.8° F Avg FWD1: 68.8467 GPS: 33.7786° Lat, - 118.056° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWO10 9.13 70.01 51.85 44.95 33.53 25.09 13.91 8.78 6.71 54.27 63.22 9.33 68.64 51.36 35.8 33.28 24.95 13.81 8.63 6.66 52.74 61.43 9.25 67.89 50.95 36.45 32.99 24.64 13.69 8.6 6.64 52.2 60.64 06 +64 (test 267) Fir Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 106.2° F Avg FWD1: 63.56 GPS: 33.7786' Lat. - 118.056° Lon Limit 0 NIS C Force FWD7 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 9.55 64.89 46.44 38.25 28.71 21.07 12:2 8.35 6.71 47.03 56.81 9.47 63.59 45.96 37.47 28.61 21.05 12.13 8.26 6.55' 46.33 55.57 9.47 62.2 45.19 36.89 28.16 20.75 11.93 8.17 6.51 45.23 54.11 07 +04 (test 268) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 104.7° F Avg FWD1: 91.1667 GPS: 33.7786' Lat. - 118.056° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FW09 FWD10 8.76 88.73 65.32 56.27 39.07 26.36 14.57 10.74 5.88 69.37 84.93 9.01 92.17 70.35 56.96 40.1 26.7 14.51 10.69 14.12 68.98 83.56 9.08 92.6 63.29 57.98 40.37 26.93 14.5 10.68 33.4 68.94 82.85 • 07 +63 (test 269) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp; 102.5' F Avg FV✓D1: 115.55 GPS: 33.7786' Lat, - 118.056° Lon Limit ❑ NIS Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.57 112.5 91.17 72 49.36 33.06 18.3 11.71 8.56 86.09 104.01 8.74 113.26 89.12 72.39 50.69 34.52 19.02 12.15 8.97 85.02 102.13 8.79 120.89 88.29 73.32 51.44 35.21 19.26 12.28 9.06 85.28 102.29 08 +23 (test 270) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 108.4° F Avg FWD1: 106.503 GPS: 33.7787° Let, - 118.056° Lon Limit 0 NIS 0 Force FWD7 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.86 118.24 83.71 75.64 57.4 30.81 16.83 10 7.36 82.05 102.17 9.03 93.58 76.68 70.83 57.96 37.32 17.7 10.91 8.18 81.52 100.52 9.2 107.69 98.86 76.79 58.09 37.53 18.03 11.22 8.66 81.38 100.55 08 +60 (test 271) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 105.8° F Avg FWD1: 99.6867 GPS: 33.7787° Lat, - 118.056° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.13 98.66 76.48 57.29 43.3 26.62 13.84 8.01 6.87 73.37 91.8 9.3 100.2 83.62 54.62 44.25 . 27.71 13.72 7.46 6.27 71.86 89.22 9.33 100.2 85.12 59.1 44.8 27.84 14.62 7.4 6.19 71.74 88.85 09 +14 (test 272) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 105.5° F Avg FWD1: 99.3133 GPS: 33.7787° Lat. - 118.057° Lon Limit 0 NIS Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.03 104.36 82.24 65.98 48.24 32.23 16.89 9.22 7.23 73.14 89.56 9.33 97.84 61.41 65.76 48.06 32.46 19.91 9.12 7.2 70.88 86.17 9.33 95.74 79.89 65.34 47.6 32.04 18.13 8.72 6.87 70.03 84.53 09 +56 (test 273) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 110.6° F Avg FWD1: 100.94 GPS: 33.7787° Lat. 7118.057° Lon Limit C NIS Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD6 FWD9 FWD10 9.03 105.89 82.97 64.81 46.79 32.26 17.8 12.08 9.39 78.7 95.99 9.13 94.72 81.23 65.42 46.11 31.82 17.61 12.2 9.72 76.65 93.3 9.25 102.21 81.92 65.87 45.71 31.84 17.54 12.23 9.75 76.29 91,95 10 +01 (test 274) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 110.2' F Avg FWD1: 91.73 GPS: 33.7788° Lat. - 118.057° Lan Limit 0 NIS Force FWD7 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.74 93.28 65.09 52.29 37.31 25.68 13.89 9.52 7.72 68.24 82.21 9.13 91.47 64.83 52.21 37.09 25.68 13.49 9.19 7.47 66.95 79.59 9.13 90.44 65.27 52.25 37.13 25.52 13.13 8.84 7.12 66.14 78.41 10+58 (test 275) Fir Avenue Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 112.1' F Avg FWDI: 100.937 GPS: 33.7788° Lat, - 118.057° Lon Limit ❑ NIS ❑ Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD1O 9.03 103.45 81.56 66.96 50.43 35.03 18.46 12.35 9.75 77.93 93.5 9.16 97.17 81.28 66.94 50.14 35.24 18.6 12.54 9.88' 77.28 91.99 9.18 102.19 73.45 67.39 50.27 35.32 18.69 12.58 9.91 77.16 92.11 • 11 +08 (test 276) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 111.7' F Avg FWDI: 95.01 GPS: 33.7789° Lat, - 118.057° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWDI F1/5D8 FWD9 FWD10 8.81 96.45 77.29 62.86 44.45 29.12 13.49 8.76 7.21 76.13 92.04 8.91 94.45 75.88 61.3 43.36 28.35 12.86 8.38 7.03 73.76 89.19 8.98 94.13 69.34 60.89 4 3.3 28.26 12.93 8.44 7.09 72.75 87.86 11 +52 (test 277) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 109.9° F Avg FWD1: 101.197 GPS: 33.7789° Lat, - 118.057' Lan Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 • FWD7 FWD8 FWD9 FWD10 8.96 103.41 84.25 70.15 52.29 36.6 18.86 12.11 9.44 78.62 93.56 9.18 102.21 84.15 70.24 52.14 36.91 18.97 12.33 9.65 77.24 91.84 9.2 97.97 84.08 69.89 52.14 36.78 18.91 12.27 9.7 76.61 90.39 12 +00 (test 278) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 111' F Avg FWD1: 91.9133 GPS: 33.779° Lat, - 118.057° Lon Limit 0 NIS 0 Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD] FW08 FWD9 FWDIO 9.25 94.55 72.14 58.19 46.06 34.25 19.78 13.1 9.53 63.91 76.44 9.5 91.46 70.16 56.2 45.29 33.76 19,58 13.13 9.75 62.15 74.1 9.52 89.73 69.33 56.36 44.91 33.52 19.53 13.2 9.77 60.83 72.33 12 +53 (test 279) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 112.4' F Avg FWD1: 105.83 GPS: 33.7791° Lat. - 118.058° Lon Limit [ NIS 0 Force FWDI FWD2 FWD3 FWD4 FWDS FWDS FWD7 FWD8 FWD9 FWD70 8.79 106.05 74.68 59.62 45.78 33.6 19.96 12.1 8.2 74.82 89.62 9.06 105.94 75.82 60.88 46.78 34.83 20.62 13.35 9.22 75.16 89.33 9.01 105.5 76.18 61.79 47.09 35.04 20.86 13.63 9.51 75.03 88.86 13 +07 (test 280) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 111.7' F Avg FWD1: 109.447 GPS: 33.7792° Let, - 118.058° Lon Limit ❑ NIS 0 Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.47 110.02 80.56 64.05 48.93 34.59 19.7 12.05 7.82 79.42 94.92 8.64 110.85 82.56 60.04 50.17 35.92 20.67 12.82 8.37 80.74 95.91 8.69 107.47 84.19 65.83 51.41 36.99 21.68 13,64 8.9 81.59 96.49 • 13 +58 (test 281) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 111.7° F Avg FWD1: 98.2433 GPS: 33.7793° Lat, - 118.058° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.94 99.22 69.39 52.47 39.68 27.6 16.66 11.97 9.55 67.67 83.96 9.01 97.96 70.03 53.35 39,66 27.69 16.79 12.17 9.69 66.98 82.57 9.08 97.55 70.35 53.35 39.79 27.64 16.81 12.18 9.77 66.26 81.71 14 +02 (test 282) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 112.4° F Avg FWD1: 87.7333 GPS: 33.7794° Lat. - 118.058° Lon Limit ❑ NIS E Force FW01 FWD2 FWD3 FWD4 FW05 FWD6 FWD7 FWD8 FWD9 FWD1O 9.01 89.84 61.72 47.92 34.23 23.78 15.54 9.84 8 60.74 74.4 9.18 87.27 61.58 47.28 34.07 23.85 13.73 9.81 7.84 59.73 72.59 9.23 86.09 61.48 47.07 33.89 23.91 13.81 9.76 7.92 58.89 71.3 14 +51 (test 283) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 114.6° F Avg FWD1: 82.5067 GPS: 33.7795° Lat, - 118.058° Lon Limit E NIS E Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FW010 9.06 83.98 58.54 46.74 34.39 24.13 13.48 9.35 7.53 58 71.18 9.28 82.45 58.33 45.89 34.36 24.19 13.45 9.26 7.37 57.05 69.56 9.4 81.09 58.01 45.04 34.22 24.15 13.42 9.33 7.48 56.56 68.65 15 +22 Fir Avenue Westbound Lane 1 Notes: CL of Ironwood Avenue Pvt Temp: 0° F GPS: 33.7795° Lat. - 118.058° Lan Limit C NIS E Fir Avenue Eastbound Lane 1 00 +00 Fir Avenue Eastbound Lane 1 Notes: Fir Avenue Eastbound Lane 1; CL of Ironwood Avenue Pvt Temp: 0° F GPS: 0' Lat, 0' Lon Limit E NIS 00 +26 Fir Avenue Eastbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 0° Lat, 0° Lon Limit C NIS C 00 +50 (test 284) Fir Avenue Eastbound Lane 1 Notes: Pvt Temp: 131.5° F Avg FWD1: 71.42 GPS: 33.7795° Lat, - 118.058° Lon Limit E NIS C Force FWD7 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD70 9.69 73.1 54.23 44.84 33.69 23.9 12.04 7.2 5.36 50 60.12 9.84 71.28 53.46 44.09 33.41 23.73 12.03 7.22 5.34 48.99 58.55 9.81 69.88 52.76 43.52 33.09 23.54 11.96 7.18 5.34 48.07 57.34 00 +79 (test 285) Fir Avenue Eastbound Lane 1 Notes: Pvt Temp: 128.9° F Avg FWD1: 75.1933 GPS: 33.7794° Lat, - 118.058° Lon Limit 0 NIS 0 Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FW07 FWDS FWD9 FW1710 9.18 76.36 52.57 41.32 29.85 20.7 11.53 8.26 6.67 52.85 65.25 9.2 75.01 51.86 41.06 29.76 20.78 11.61 8.31 6.7 52.02 63.84 9.2 74.21 51.74 40.78 29.66 20.6 11.68 8.34 6.72 51.25 62.8 01+26 (test 286) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 91.6° F Avg FW07: 78.0967 GPS: 33.7793' Lat, - 118.058' Lon Limit 0 NIS ❑- Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 9.4 80.11 55.57 43.93 31.8 22.06 11.94 8.28 6.65 51.54 64.22 9.42 77.37 54.98 43.16 31.51 21.87 12.01 8.33 6.74 50.11 62.02 9.5 76.81 54.94 43.32 31.71 22.05 12.02 8.36 6.76 49.86 61.87 01 +77 (test 287) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 122.7° F Avg FWD1: 84.2767 GPS: 33.7792° Lat, - 118.058° Lon Limit 0 NIS 0 Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FW118 FWD9 FWD10 8.81 85.75 59.4 47.28 35.08 24.79 13.95 9.62 7.77 60.1 72.58 8.86 83.66 58.85 47.03 34.91 24.92 13.95 9.59 7.69 59.04 70.65 9.11 83.42 58.84 47.01 34.78 24.92 13.86 9.51 7.58 58.64 70.07 02 +30 (test 288) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 124,9' F Avg FWD1: 89.99 GPS: 33.7791• Lat, - 118.058' Lon Limit ❑ NIS Force FWD FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.18 91.94 69.12 57.48 45.16 33.32 19.08 12.35 9.11 65.9 79.03 9.45 89.72 68.97 57.71 45.57 34.22 19.87 13.07 9.7 64.2 76.21 9.52 88.31 68.74 57.56 45.61 34.37 20.04 13.18 9.85 63 74.59 02 +89 (test 289) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 130.4° F Avg FWDI: 97.64 GPS: 33.779' Lat, - 118.057° Lon Limit ❑ NIS Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.23 97.98 74.8 58.92 43.34 31.12 14.89 9.64 7.86 67.02 81.68 9.47 97.91 76.46 60.43 43.51 31.42 15.05 9.8 7.98 66.92 81.14 9.42 97.03 66.44 60.04 43.18 31.22 14.91 9.66 7.85 66.37 80.75 03 +33 (test 290) Fir Avenue Eastbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 110.2° F Avg FWD1: 72.6133 GPS: 33.779° Lat. - 118.057° Lon Limit ❑ NIS 0 Force FWDI FWD2 FWD3 . FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.59 73.64 54.44 45.09 34.5 25.54 14.18 9.22 7.07 54.28 63.18 9.84 72.75 53.97 44.71 34.32 25.48 14.12 9.14 6.91 53.2 61.8 9.79 71.45 53.27 44.17 33.96 25.27 14.06 9.1 6.84 52.2 60.43 03+81 (test 291) Fir Avenue Eastbound Lane 1 Notes: Pvt Temp: 114.3° F Avg FWD1: 99.9 GPS: 33.7789° Lat. - 118.057° Lon Limit ❑ NIS ❑ Force FWD7 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.79 98.92 75 58.65 43.32 29.38 14.58 8.9 7.15 72.65 88.8 8.98 100.98 73.85 59.09 42.58 29.11 14.01 8.72 7.05 70.55 85.8 9.11 99.8 74.07 58.58 42.17 28.8 13.72 8.5 6.88 69.8 84.43 04 +31 (test 292) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 127.1° F Avg RA/D1: 88.0967 GPS: 33.7788' Lat, - 118.057' Lon Limit E NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.94 90.01 60.39 48.73 34.36 23.56 10.97 6.38 5.03 61.56 76.06 9.16 87.69 60.05 48.23 34.48 23.6 10.78 6.1 4.68 60.05 73.43 9.33 86.59 59.87 48 34.63 23.8 10.78 6.06 4.51 58.87 71.84 04 +78 (test 293) Fir Avenue Eastbound Lane 1 Notes: Pvt Temp: 134° F Avg FWD1: 92.6533 GPS: 33.7788° Lat, - 118.057' Lon Limit ❑ NIS ❑ Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.11 93.49 67.21 53.81 37.37 24.38 10.45 6.55 5.33 64.92 78.57 9.33 92.58 67.54 54.3 37.7 24.52 10.33 6.24 4.87 64.12 76.95 9.3 91.89 67.38 53.91 37.44 24.42 10.36 6.24 4.91 63.26 75.61 05 +27 (test 294) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 137° F Avg FWD1; 83.3933 GPS: 33.7787° Lat. - 118.057° Lon Limit ❑ NIS ❑ Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.42 85.2 65.55 53.34 38.4 26.18 11.37 6.22 4.58 60.05 69.6 9.62 82.95 65 52.76 38.47 26.33 11.5 6.29 4.48 58.42 67.83 9.67 82.03 64.63 52.58 38.37 26.29 11.57 6.32 4.53 56.42 66.69 05 +89 (test 295) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 131.8° F Avg FW01: 106.087 GPS: 33.7787° Lat, - 118.057° Lan Limit ❑ NIS ❑ Force FWD1 FWD2 FW03 FWD4 FWDS FWD6 FW177 FWD8 FWD9 FWD10 8.28 107.08 80.01 63.63 47.62 33.72 15.74 8.96 6.87 78.47 88.29 8.35 105.96 79.07 58.99 48.49 34.19 16.26 9.34 7.05 78.4 92.84 8.4 105.22 78.82 62.85 47.87 33.86 15.93 9.17 7.09 77.57 92.11 06 +42 (test 296) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 131.5° F Avg FWD1: 94.2167 GPS: 33.7786° Lat, - 118.056' Lon Limit ❑' NIS r Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWoa FWD9 FWD10 8.96 94,88 67.11 53.23 37.51 25.4 12.65 8.42 6.88 66.81 80.61 9.16 94.44 67.14 53.68 37.4 25.66 12.48 8.25 6.5 64.64 78.01 9.11 93.33 67.73 52.61 37.5 25.45 12.04 7.8 6.19 63.9 76.93 06 +95 (test 297) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 130.7° F Avg FWD1: 93.19 GPS: 33.7786° Lat. - 118.056° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.47 94.52 62.81 48.85 33.6 23.37 11.78 8.03 3.14 69.9 84.9 8.72 92.53 63.13 49.63 34.61 24.11 11.65 7.84 11.09 68.35 82.39 8.81 92.52 63.79 50.13 35.18 24.43 11.44 7.62 17.46 67.88 81.38 07 +29 (test 298) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 129.6° F Avg FWD1: 92.05 GPS: 33.7786' Lat, - 118.056° Lon Limit 0 NIS 0 Force FWDI FW02 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.52 94.19 68.02 55.62 40.35 27.66 13.16 8.36 14.86 63.16 76.87 9.62 90.81 68.44 55.98 40.7 27.98 13.16 8.25 6.99 62.44 75.43 9.59 91.15 68.3 55.77 40.3 27.73 12.83 8.09 6.58 61.53 74.41 07 +82 (test 299) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 129.6° F Avg FWD1: 88.3833 GPS: 33.7786° Lat, - 118.056° Lon Limit 0 NIS 0 Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.47 89.13 64.33 59.45 .42.68 29.57 13.93 8.41 6.5 66.51 80.68 9.42 89.64 72.04 58.08 41.77 28.94 13.58 8.12 6.24 64.37 77.35 9.5 86.38 61.9 57.93 41.66 28.8 13.63 8.18 6.25 64.05 76.02 08 +25 (test 300) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 129.3° F Avg FWDI: 89.6433 GPS: 33.7786° Lat, - 118.056° Lon Limit 0 NIS 0 Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.96 91.19 63.97 51.35 37.23 26.32 12.95 7.37 23.25 65.43 79.06 8.98 89.51 63.92 51.32 37,32 26.2 12.7 7.18 10.76 64.29 77.29 9.13 88.23 63.64 51.1 37.09 26.12 ' 12.69 7.22 2.77 63.47 75.96 08 +75 (test 301) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 118.7° F Avg FWD1: 93.8967 GPS: 33.7786° Lat, - 118.056' Lon Limit 0 NIS 0 Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD8 FWD10 8.47 94.28 61.07 48.87 35.35 24.5 13.24 8.68 7.07 67.99 82.5 8.69 93.65 61.56 49.56 35.95 24.95 13.24 8.83 7.13 66.74 81.08 8.79 93.76 62.51 50.45 36.39 25.31 13.32 8.85 7.05 66.58 80.6 09 +27 (test 302) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 124.9° F Avg FWDI: 95.24 r GPS: 33.7786° Lat, - 118.056' Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.47 91.41 85.75 69.68 52.03 36.86 17.21 9.62 3.19 74.06 90.19 9.57 99.29 84.45 68.92 51.32 36.41 17.34 9.64 5.1 72.82 88.1 9.5 95.02 84.96 69.23 51.32 36.45 17.44 9.72 15.89 72.8 88.47 09 +83 (test 303) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 124.9° F Avg FWD1: 111.96 GPS: 33.7786' Lat. - 118,055` Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD1O 8.57 111.74 87.07 71.29 53.02 37 19.3 12.29 8.78 82.33 98,2 8.67 112.62 88 72.46 54.23 37.74 20.05 12.67 9.09 82.57 98.86 8.84 111.52 89.99 73,52 55.09 38.65 20.66 13.24 9.55 84.03 99.72 10 +34 (test 304) Fir Avenue Eastbound Lane 1 Notes: General Cracking Pvt Temp: 130.4' F Avg FWD1: 93.7967 GPS: 33.7786° Lat - 118.055° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD1O 9.23 94.79 72.1 59.06 43.91 31.36 16.64 10.44 4.06 67.03 .82.43 9.33 93.2 71.56 58.26 43.15 30.84 16.43 10.64 6.49 66.22 80.83 9.45 93.4 71.84 58.75 43.13 30.86 16,45 10.82 9.68 65.88 80.45 10 +48 Fir Avenue Eastbound Lane 1 Notes: CL of Daisy Circle Pvt Temp: 0° F GPS: 33.7786° Let. 7118.055° Lon Limit ❑ NIS ❑ 10 +78 (test 305) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp; 124.9° F Avg FWD7: 91.1967 GPS: 33.7786° Lat, - 118.055° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 9.25 93.19 67.24 54.43 39.18 44.95 12.02 8.01 10.41 66.15 80,48 9.35 89.45 67.96 55.08 39.76 43.09 12.17 8.09 34.13 65.92 79.69 9.45 90.95 67.82 55.11 39.71 48.91 12.04 7.91 57.31 65.28 79.22 11+41 (test 306) Fir Avenue Eastbound Lane 1 Notes: Pvt Temp: 119,8° F Avg FWD1: 90.5567 GPS: 33.7786° Lat, - 118.055° Lon Limit ❑ NIS ❑ Farce FWD1 FWD2 FWD3 , FWO4 FWD5 FWD6 FWD7 FW178 FWD9 FWD10 9.45 88.76 68.3 55.26 38.82 25.52 11.36 8.29 6.97 65.81 78.6 9.52 93.37 68.58 55.45 39.13 25.93 11.86 8.41 6.82 66.93 79.08 9.47 89.54 68.3 54.93 38.88 25.71 12.02 8.34 6.83 62.3 75.9 11+94 (test 307) Fir Avenue Eastbound Lane 1 Notes: General Cracking Pvt Temp: 119° F Avg FWD1: 99.4767 GPS: 33.7786' Lat, - 118.055° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.98 95.32 77.28 68.67 48.82 32.28 14.29 9.07 7.25 74.32 93.85 9.16 98.81 86.07 69.18 48.79 32.17 14.24 9.04 7.2 74.05 92.83 9.18 104.3 89.03 69.44 .49.14 32.37 14.3 9.17 7.34 74.25 93.17 12 +29 (test 308) Fir Avenue Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 120.5° F Avg FWD1: 706.72 GPS: 33.7786° Lat. - 118.055° Lon Limit ❑ NIS ❑ Force FWD1 FW02 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.64 105.91 79.35 64.62 47.35 32.2 15.75 10.43 10 81.3 96.99 8.74 105.07 79.82 65.24 47.87 32.77 15.97 10.64 15.5 80.38 95.87 8.86 109.18 80.76 65.98 48.28 33.02 16.02 10.7 45.92 80.3 95.19 12 +87 (test 25) Fir Avenue Eastbound Lane 1 Notes: General Cracking Pvt Temp: 118.7° F Avg FWD1: 108.157 GPS: 33.7786° Lat. - 118.054° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FW04 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.28 108.51 76.1 61.44 45.18 31.91 16.93 10.95 0.85 86.74 102.63 8.33 107,53 76.26 61.73 45.43 32.35 17.56 11.49 8.67 85.94 101.18 8.4 108.43 76.52 62.15 45.65 32.53 18.03 11.95 3.91 86.07 100.87 12+95 Fir Avenue Eastbound Lane 1 Notes: CL of Fuchsia Circle Pvt Temp: 0' F GPS: 33.7786' Lat. - 118.054° Lon Limit ❑ NIS C 13 +27 (test 26) Fir Avenue Eastbound Lane 1 Notes: General Cracking Pvt Temp: 101.1' F Avg FWD1: 107.063 GPS: 33.7786° Lat, - 118.054' Lon Limit ❑ NIS r Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWOB FWD9 FW01O 8.37 107.34 75.51 60.5 42.22 28.21 15.88 10.6 8.6 81.8 97.89 8.4 107.06 75.29 58.32 42.77 28.43 15.13 10.72 8.69 81.04 96.52 8.47 106.79 75.79 55.12 42.98 28.3 14.94 10.71 8.77 80.45 95.73 13 +78 (test 27) Fir Avenue Eastbound Lane 1 Notes: Pvt Temp: 116.8' F Avg FWD1: 89.9133 GPS: 33.7786° Lat, - 118.054° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD70 8.84 90.52 62.53 51.46 38.81 28.19 15 9.62 7.48 69.22 82.34 9.03 89.71 62.48 51.33 38.89 28.34 15.08 9.58 7.41 68.65 81.1 9.11 89.51 62.67 51.48 39.14 28.61 15.28 9.76 7.55 68.41 80.51 14 +27 (test 28) Fir Avenue Eastbound Lane 1 Notes: Pvt Temp: 116.B° F Avg FWD1: 87.56 GPS: 33.7786° Lat. - 118.054° Lon Limit ❑ NIS 0 Force FWO1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWDIO 9.57 88.32 66.36 53.85 38.55 26.18 12.38 8.17 13.8 61.79 73.28 9.67 87.64 66.27 54.12 38.99 26.49 12.49 8.22 3.8 61.21 72.38 9.67 86.72 65.67 54.03 38.97 26.49 12.5 8.24 5.27 60.47 71.33 14 +77 (test 29) Fir Avenue Eastbound Lane 1 Notes: Pvt Temp: 115.7° F • Avg FWD1: 101.33 GPS: 33.7786° Lat, - 118.054° Lon Limit ❑ NIS ❑ Force FWD7 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD1O 8.57 93.18 73.91 57.67 39.11 25.31 14.16 9.76 9.57 77.81 94.8 8.74 105.98 74.68 52.81 39.82 25.65 12.9 9.68 9.03 77.3 93.7 8.74 104.83 75.44 58.81 40.04 25.85 13.07 9.83 7.95 76.7 92.43 15 +38 -- Fir Avenue Eastbound Lane 1 Notes: CL of Goldenrod Street Pvt Temp: 0° F GPS: 33.7786° Lat. - 118.054° Lon Limit ❑ NIS ❑ LABELLE • MARVIN INC. PAVEMENT ENGINEERING, DESIGN, INSPECTION & TESTING Fir Avenue Location: Seal Beach Rose Street to Wisteria Street Date: 2009 -04 -07 08:35:09 Project: 36176 Fir Avenue Eastbound Lane 1 00 +00 Fir Avenue Eastbound Lane 1 Notes: Begin Testing Fir Avenue; Fir Avenue Eastbound Lane 1; CL of Rose Pvt Temp: 0° F .Street GPS: 33.7796' Lat, - 118.057° Lon Limit C NIS 01+05 (test 389) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 75.4° F Avg FWD1: 66.33 GPS: 33.7789' Lat. - 118.047° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD1O 9.18 67.51 46.33 28.22 23.86 15.08 7.42 5.37 4.75 47.23 58.24 9.3 65.97 45.83 32.9 24.08 15.24 7.49 5.33 4.75 46.63 57.01 9.28 65.51 45.86 30.81 24.16 15.32 7.54 5.28 4.74 46.36 56.43 02 +01 (test 390) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 74.3° F Avg FWD1: 62.4633 GPS: 33.7789' Lat. - 118.047° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FW010 8.74 66 47.02 33.45 20.68 12.2 6.21 4.81 4.23 52.71 66.24 8.72 60.49 46.36 25.37 20.47 12.21 6.31 4.86 4.2 50.5 63.48 8.89 60.9 46.96 30.76 20.81 12.44 6.39 4.88 4.24 49.99 63.48 02 +59 Fir Avenue Eastbound Lane 1 Notes: CL of Sunflower Street Pvt Temp: 0° F GPS: 33.7789' Lat, - 118.047° Lon Limit 0 NIS 0 03 +14 (test 391) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 73.2° F Avg FWD1: 72.44 GPS: 33.779' Lat, - 118.046° Lan Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.98 73.7 51.55 41.11 29.08 19.64 10.22 6.51 5.18 53.09 64.69 9.16 72.17 51.08 40.96 29.24 19.9 10.4 6.64 5.24 52.18 63.12 9.18 71.45 50.87 40.77 29.25 19.94 10.43 6.72 5.29 51.77 62.36 04 +02 (test 392) Fir Avenue Eastbound Lane 1 Notes:. Alligator Cracks Pvt Temp: 73.2° F Avg FWD1: 71.4533 GPS: 33.779° Lat, 118.046° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD10 . 8.94 69.59 43.46 40.61 27.2 17.72 10.27 627 5.07 53.19 66.35 8.89 75.31 52.72 38.75 27.08 17.72 9.5 6.36 5.06 51.74 64.08 9.08 69.46 52.16 40.74 27.21 17.88 9.57 6.36 5.09 51.79 63.5 05 +00 (test 393) Fir Avenue Eastbound Lane 1 Notes: Pvt Temp: 74° F Avg FWD1: 60 GPS: 33.7791' Lat, - 118.046° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWOS FWD6 FWD7 FWD8 FWD9 FWD1O 9.55 60.71 44.15 36.4 26.46 18.66 10.07 6.61 5.32 42.5 51.38 9.64 59.9 44.08 36.48 26.72 18.96 10.26 6.75 5.41 42.18 50.77 9.69 59.39 43.91 36,21 26.72 18.95 10.33 6.78 5.38 41.83 50.21 05 +17 Fir Avenue Eastbound Lane 1 Notes: CL of Fir Circle Pvt Temp: 0° F GPS: 33.7791° Lat, - 118.046° Lon Limit C NIS 0 05 +98 (test 394) - Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 71° F Avg FWD1: 55.8067 GPS: 33.7791° Let, - 118.045° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD1O 9.2 56.61 37.77 29.38 20.15 13.51 7.13 5 4.23 40.24 49.96 9.3 55.49 37.47 29.29 20.21 13.63 7.16 5.03 4.24 39.64 48.87 9.3 55.32 37.44 29.39 20.4 13.71 726 5.07 4.21 39.41 48.55 07 +01 (test 395) Fir Avenue Eastbound Lane 1 Notes: Pvt Temp: 72.1° F Avg FWD1: 52.71 GPS: 33.7791° Lat. - 118.045° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD10 9.59 54.03 37.45 29.63 21 14.42 8.03 5.5 4.4 38.2 . 46.6 9.5 52.18 36.5 28.97 20.74 14.3 8.05 5.53 4.41 36.91 44.94 9.59 51.92 36.45 29.07 20.82 14.47 8.14 5.61 4.48 36.65 44.56 07 +98 (test 396) Fir Avenue Eastbound Lane 1 Notes: Pvt Temp: 75.8° F Avg FWD1: 57.8633 GPS: 33.7792' Lat, - 118.045° Lon Limit 0 NIS C. Force FWD7 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.81 59.23 38.06 29.06 19.32 12.25 6.4 4.56 3.86 41,42 51.96 9.11 57.55 37.45 28.79 19.46 12.42 6.48 4.6 3.84 40.35 50,45 9.11 56.81 37.13 28.72 19.46 12.48 6.59 4.67 3.9 39.6 49.52 09 +00 (test 397) Fir Avenue Eastbound Lane 1 Notes: Pvt Temp: 73.6° F Avg FWD1: 60.2667 GPS: 33.7792' Lat, - 118.044° Lon Limit E NIS 0 • Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD° FWD7 FWDS FWD9 FWD10 9.06 61.3 41.07 31.31 20.67 12.92 6.43 4.74 4.11 44.17 53.45 9.2 60.22 40.58 31.32 20.88 13.16 6.56 4.84 4.13 42.86 52.06 9,3 59.28 40.1 31.05 20.82 13.2 6.68 4.81 4.13 41.97 51.35 10 +03 (test 398) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 74.7° F Avg FWD1: 71.3833 GPS: 33.7792° Lat, - 118.044° Lon Limit ❑ NIS ❑ Farce FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD] FWD8 FWD9 FWD10 8.91 72.74 49.03 37.93 24.48 15.47 8.12 5.81 4.85 49.77 44.15 8.98 71 45.94 37.72 24.65 15.69 8.19 5.83 4.87 48.44 50.87 9.11 70.41 41.63 37.48 24.9 15.88 8.23 5.83 4.82 48.08 54.73 11+01 (test 399) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 70,3' F Avg FWD1: 55.6033 GPS: 33.7792° Lat. - 118.044' Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FW39 FWD10 9.38 57.94 38.66 30.94 22.41 15.8 9 6.21 4.96 40.61 49.37 9.5 55.12 37.95 30.45 22.22 15.6 9.03 6.22 5.07 39.58 47.82 9.57 54.65 37.77 30.34 22.31 15.86 9.11 6.25 4.98 39.1 47.11 11+85 Fir Avenue Eastbound Lane 1 Notes: Cl of Violet Street Pvt Temp: 0° F GPS: 33.7792° Lat, - 118.044' Lon Limit ❑ NIS ❑ 12 +09 (test 400) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 75.9° F Avg FWD1: 53,2967 GPS: 33.7792° Lat, - 118.043' Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWDS FWD7 FWD8 FWD9 FWD1O 9.25 54.2 36 27.51 18.58 12.08 6.65 4.84 3.86 37.61 46.1 9.47 53.24 35.75 27.51 18.73 12.22 6.74 4.82 3.85 37.73 45.31 9.5 52.45 35.45 27.33 18.75 12.29 6.85 4.92 3.92 36.91 44.68 12 +99 (test 401) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 75.8' F Avg FWD1: 89.7133 GPS: 33.7792' Lat, - 119.043' Lon Limit ❑ NIS IT Force FWD1 FWD2 FWD3 FW04 FWD5 FWD6 FWD7 FWD8 FWD9 FWD1O 8.3 88.72 66.88 50.29 31.59 18.34 9.77 7.3 6.26 65.06 82.11 8.42 94 67.11 35.57 32.19 18.75 9.8 7.4 6.34 64.35 80.7 8.47 86.42 67.62 39.25 32.5 18.94 9.9 7.48 6.35 64.02 79.93 13 +99 (test 402) Fir Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 76.5' F Avg FWD1: 100.863 GPS: 33.7791° Lat, - 118.043' Lon Limit ❑ NIS 0 Force FWD7 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FW08 FINDS FWOIO 8.33 101.88 77.09 47.57 28.56 17.33 11.51 7.72 6.46 80.07 96.82 8.37 98.31 78.46 46.99 29.99 18.22 10.79 7,86 6.51 80.18 99.21 8.54 102.4 80.01 49.78 30.55 19.29 10.98 7.97 6.71 80.74 97.05 14+41 Fir Avenue Eastbound Lane 1 Notes: CL of Wisteria Street Pvt Temp: 0° F GPS: 33.7791° Lat. - 118.043° Lon Limit 0 NIS 0 Fir Avenue Westbound Lane 1 00 +00 Fir Avenue Westbound Lane 1 Notes: Fir Avenue Westbound Lane 1; CL of Wisteria Street Pvt Temp: 0° F GPS: 33.7791° Lat, - 118.043° Lon • Limit 0 NIS 0 00 +23 Fir Avenue Westbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 33.7791° Let, - 118.043' Lon Limit 0 NIS 0 00 +51 (test 403) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 77.6° F Avg FWD1: 68.1533 GPS: 33.7791 Lat, - 118.043° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD& FWD7 FWD8 FWD9 FWD10 8.4 66.63 43.53 29.69 18.16 12.2 7.75 6.03 4.99 50.78 63.39 8.54 69.04 43:25 30.45 18.4 12.25 7.67 6.11 5.07 49.82 61.8 8.64 68.79 35.48 31.12 18.69 12.14 7.71 6.18 5.13 50.12 61.67 01+47 (test 404) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 76.5° F Avg FWD1: 71.52 GPS: 33.7792° Lat, - 118.043° Lon Limit 0 NIS 0 Force FW131 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.54 70.15 53.03 39.85 19.55 13.85 9.01 6.66 5.49 54.21 67.66 8.74 71.76 54.83 40.86 7.6 13.76 9.19 6.8 5.59 54.04 66.79 8.74 72.65 54.8 • 40.94 8.14 13.68 9.28 6.85 5.64 53.91 66,51 02 +51 (test 405) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 77.3° F Avg FWD1: 52.7633 GPS: 33.7792° Lat. - 118.044' Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FW05 FWDG FWD7 FWD8 FWD9 FWD10 9.42 53.66 37.47 28.87 20.25 14,03 8.14 5.86 4.8 37.2 46.84 9.55 52.65 36.89 28.88 20.44 14.23 8.28 5.92 4.82 36.83 45.83 9.62 51.98 36.44 28.77 20.5 14.32 8.32 5.96 4.84 36.54 45.04 02 +67 Fir Avenue westbound Lane 1 Notes: CL of Violet Street Pvt Temp: 0° F GPS: 33.7792° Lat - 118.044° Lon Limit 0 NIS 0 03 +49 (test 406) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 77.3° F Avg FWD1: 71.35 GPS: 33.7792° Lat, - 118.044° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD9 FWD9 FWD10 9.06 73.87 40.99 42.63 25.6 13.68 7.96 5.89 4.7 51.07 64.04 9.13 69.66 51.6 43.18 25.77 14.09 8.07 5.96 4.8 49.86 61.77 9.25 70.52 45.67 43.75 26.05 14.45 8.16 6.03 4.86 49.81 61.44 04 +51 (test 407) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 77.3° F Avg FWD1: 73.9333 GPS: 33.7792' Lat, - 118.044' Lon Limit E NIS C Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.35 81.96 53.18 29.75 21.67 11.93 6.7 5.65 4.95 55.13 69.98 8.4 68.67 53.98 28.25 22.3 12.2 6.95 5.84 5.08 55.14 69.13 8.5 71.17 54.17 30.61 22.41 12.41 7.01 5.86 5.12 54.43 68.26 05 +43 (test 408) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 78° F Avg FWD1: 61.2367 GPS: 33.7792° Lat, - 118.044° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 62.65 41.15 31.93 21.4 13.74 6.67 4.91 4.3 43.94 53.27 8.98 60.62 40.35 31.46 21.33 13.76 6.76 4.9 4.22 43.62 51.59 9.23 60.44 40.39 31.55 21.6 14.04 6.89 5.04 4.29 41.72 51.31 • 06 +50 (test 409) Fir Avenue Westbound Lane 1 N otes: Alligator Cracks Pvt Temp: 77.3' F Avg FWD1: 55.7733 GPS: 33.7792° Lat, - 118.045° Lon Limit C NIS C Force .FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FINDS FWD9 FWD1D 9.08 56.61 44.45 33.77 22.35 13.85 7.12 5.08 4.34 42.73 55.92 9.16 56.45 43.93 33.44 22.31 13.98 7.24 5.17 4.37 41.87 53.94 9.25 54.26 43.2 33.21 22.23 13.95 7.28 5.15 4.3 41.25 53.06 . 07 +50 (test 410) Fir Avenue Westbound Lane 1 Notes: ' Pvt Temp: 76.2° F Avg FWD1: 48.9633 GPS: 33.7792° Lat, - 118.045° Lon Limit C NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.18 49.94 33.72 26.31 17.59 11.55 6.42 4.6 3.73 34.75 42.74 9.38 48.71 33.11 26.04 17.49 11.54 6.5 4.63 3.75 33.88 41.55 9.52 48.24 32.92 25.89 17.51 11.61 6.55 4.73 3.79 33.25 40.75 08 +50 (test 411) Fir Avenue Westbound Lane 1 Notes: Pvt Temp: 78.7° F Avg FWD1: 58.6367 GPS: 33.7791° Lat, - 118.045° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWDS FWD7 FWD8 FWD9 FWD10 9.5 59.49 40.24 30.81 20.68 13.36 7.06 5.06 4.09 40.9 51.26 9.5 58.5 39.63 30.36 20.56 13.39 7.05 5.03 4.11 40.25 49.93 9.5 57.92 39.75 30.29 20.62 13.44 7.08 5.02 4.11 40.13 49.51 09 +40 Fir Avenue Westbound Lane 1 Notes: CL of Fir Circle Pvt Temp: 0° F GPS: 33.7791° Lat, - 118.045° Lon Limit ❑ NIS E 09 +55 (test 412) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 78° F Avg FWD1: 47.2033 GPS: 33.7791° Lat, - 118.046' Lon Limit C NIS E Force FWD1 FWD2 FWD3 FW04 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 9.25 47.71 34.7 28.42 21.75 16.06 9.47 6.31 4.8 37.07 44.09 9.42 47.04 34.34 28.33 21.77 16.11 9.54 6.36 4.86 36.58 43.14 9.35 46.86 34.36 28.32 21.83 16.19 9.63 6.4 4.89 36.29 42.63 10 +52 (test 413) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 77.3° F Avg FWD1: 63.8433 GPS: 33.7791° Lat, - 118.046° Lon Limit E NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.86 63.45 54.97 39.08 24.17 14.52 7.58 5.44 4.58 54.15 66.67 9.03 65.28 55.82 39.44 24.31 14.75 7.66 5.47 4.61 53.56 65.39 9.01 62.8 55.38 39.24 23.93 14.95 7.73 5.5 4.65 52.93 64.34 11 +54 (test 414) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 78.7° F Avg FWD1: 72,7933 GPS: 33.779° Let, - 118.046° Lon Limit C NIS E . Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.89 74.14 50.57 25.82 22.85 15.11 7.71 5.48 4.5 50.64 62.54 9.01 72.34 50.37 32.1 22.9 15.05 7.96 5.52 4.51 50.91 61.03 9.08 71.9 50.04 28.26 22.94 15.36 7.91 5.51 4.5 50.23 60.29 12 +02 Fir Avenue Westbound Lane 1 Notes: CL of Sunflower Street Pvt Temp: 0° F GPS: 33.779° Lat, - 118.046° Lon Limit C NIS C 12+50 (test 415) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 79.1° F Avg FWD1: 63.82 GPS: 33.779° Lat, - 118.047° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.06 64.75 46.02 27.49 20.26 11.19 5.86 4.66 4.08 43.97 55.39 9.16 63.55 45.66 29.54 20.27 11.36 5.91 4.73 4.08 43.38 54.16 9.13 63.16 45.44 28.98 20.23 11.45 5.92 4,71 4.05 42.91 53.73 13+50 (test 416) Fir Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 76.9 F Avg FWD1: 49.33 GPS: 33.7769° Lat. - 118.047° Lon Limit C NIS E • • Force FWD7 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 9.25 48.02 39.84 28.44 16.26 9.96 5.7 4.34 3.73 41.11 51.95 9.25 50.43 38.94 28.65 16.19 10.07 5.66 4.32 3.79 39.76 49.81 9.52 49.54 39.53 28.6 16.83 10.33 5.81 4,38 3.79 39.67 49.62 14 +57 Fir Avenue Westbound Lane 1 Notes: CL of Rose Street Pvt Temp: 0 F GPS: 33.7789 Lat, - 118.04P Lon Limit L NIS ❑ • LABELLE • MARVIN INC • . PAVEMENT ENGINEERING, DESIGN, INSPECTION if TESTING Fuchsia Street Location: Seal Beach Birchwood Avenue to Elder Avenue Date: 2009 -04 -07 08:35:09 Project: 36176 Fuchsia Street Northbound Lane 1 00 +00 Fuchsia Street Northbound Lane 1 Notes: Begin Testing Fuchsia Street; Fuchsia Street Northbound Lane 1; CL Pvt Temp: 0° F of Birchwood Avenue GPS: 33.778° Lat, - 118.06° Lon Limit E NIS 0 00 +23 Fuchsia Street Northbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 33.778° Lat, - 118.06° Lon Limit C NIS [; 00 +52 (test 65) Fuchsia Street Northbound Lane 1 Notes: Pvt Temp: 91.6° F Avg FWD1: 58.04 GPS: 33.776° Lat, -118.054' Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FINDS FWD9 FWD1O 8.72 57.84 37.64 29.19 19.44 12.06 6.24 4.97 4.33 41.75 51.74 8.84 58.09 38.11 29.64 19.84 12.26 6.38 5 4.36 42.01 51.75 8.76 58.19 38.42 29.81 19.94 12.35 6.39 5.01 4.34 42.01 51.71 01 +07 (test 66) Fuchsia Street Northbound Lane 1 Notes: Pvt Temp: 69.7° F Avg FWD1: 77.87 GPS: 33.7762° Let, - 118.054° Lan Limit ❑ NIS 0 Farce FWDI FWD2 FWD3 FW34 FWDS FWD5 FWD7 FWDB FWD9 FWO10 8.28 78.21 49.3 37.44 23.45 13.6 8.01 6.66 5.65 53.9 67.67 8.23 77.76 49.83 37.81 23.65 13.68 8.08 6.64 5.56 53.96 67.26 8.3 77.64 50.06 37.87 23.72 13.82 8.11 6.7 5.68 53.96 67.14 01+65 (test 67) Fuchsia Street Northbound Lane 1 Notes: Pvt Temp: 97° F Avg FWD1: 70.46 GPS: 33.7764° Lat, - 118.054° Lon Limit C NIS 0 Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWDIO 8.52 70.93 48.05 37.89 26.52 17.69 9.93 7.25 5.95 52.68 63.76 8.54 70.38 48.21 38.08 26.75 17.92 9.97 7.26 5.94 52.32 63.09 8,59 70.07 48.01 38.02 26.68 17.91 10 7.3 5.97 52.19 62.81 02 +04 (test 68) Fuchsia Street Northbound Lane 1 Notes: Pvt Temp: 100.7' F Avg FWD1: 94.2833 GPS: 33.7765° Let. - 118.054° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 89.13 67.99 51.84 34.77 22.86 18.75 10.54 8.68 73.01 89.88 8.98 95.68 68.32 52.5 35.08 23.03 14.69 10.45 8.68 73.15 89.34 9.08 98.04 68.78 53.12 35.46 23.41 14.53 10.69 8.78 73.54 89.49 02 +50 Fuchsia Street Northbound Lane 1 Notes: CL of Candleberry Avenue Pvt Temp: 0° F GPS: 33.7765° Lat, - 118.054° Lon Limit C NIS C 03 +02 (test 69) Fuchsia Street Northbound Lane 1 Notes: Pvt Temp: 63° F Avg FWD1: 60.0033 GPS: 33.7767° Lat, - 118.054° Lon Limit E NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD] FWDB FWD9 FWD10 8.64 60.56 43.49 34.6 24.06 16.28 8.66 6.31 5.25 43.09 52.31 8.69 59.98 43.04 34.38 24.11 16.28 8.65 6.34 5.23 42.55 51.58 8.57 59.47 42.76 34.13 23.94 16.19 8.67 6.32 5.27 42.3 51.15 03 +56 (test 70) Fuchsia Street Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 96.3° F Avg FWD1: 70.1033 GPS: 33.7769° Lat. - 118.054° Lon Limit C NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.3 70.8 55.2 43.02 29.48 19.23 9.56 6.39 5.14 43.52 54.52 9.23 69.74 54.52 42.61 29.15 19.06 9.51 6.42 5.11 43.23 53.79 9.16 69.77 54.48 42.59 29.12 18.95 9.44 6.36 5.11 43.62 54.41 04 +04 (test 71) Fuchsia Street Northbound Lane 1 Notes: Pvt Temp: 96.3° F Avg FWD7: 67.03 GPS: 33.777° Lat. - 118.054° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.47 66.57 45.26 36.13 25.78 17.7 10.11 7.38 6.06 47.17 57.35 8.57 66.98 45.99 36.82 26.25 17.96 10.14 7.36 6.02 47.65 57.52 8.64 67.54 46.83 37.31 26.65 18.26 10.32 7.52 6.14 48.18 57.94 04 +55 (test 72) Fuchsia Street Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 103.6° F Avg FWD1: 59.01 GPS: 33.7771° Lat, - 118.054° Lon Limit C NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.74 58.87 42.76 35.14 26.26 19.02 11.12 7.85 6.38 42.74 51.49 8.84 58.86 42.99 35.35 26.38 19.09 11.07 7.91 6.37 42.89 51.46 8.96 59.3 43.4 35,48 26.64 19.22 11.1 7.98 6.45 43.31 51.59 05 +02 Fuchsia Street Northbound Lane 1 Notes: CL of Dogwood Avenue Pvt Temp: 0° F GPS: 33.7771° Lat. - 118.054° Lon Limit E NIS E • 05 +19 (test 73) Fuchsia Street Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 105.1° F Avg FW01: 85.7733 GPS; 33.7773° Lat. - 118.054° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.03 83.52 59.6 45.1 28.86 17.34 9.02 6.82 5.7 55.39 72.1 8.25 85.9 60.85 46.26 29.6 17.88 9.28 6.9 5.63 55.67 72.05 8.35 87.9 61.89 47.41 30.44 18.33 9.51 7.1 5.69 56.51 72.92 05 +52 (test 74) - Fuchsia Street Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 78.7° F Avg FWD1: 59,13 GPS: 33.7774° Lat, - 118.054' Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWDS FWD1O 9.06 59.73 39.79 31.07 21.23 13.69 7.62 5.94 36.39 40.36 50.81 9.01 58.85 39.69 31.05 21.25 13.78 7.63 5.97 31.83 39.94 50.15 9.11 58.81 39.79 31.22 21.38 13.87 7.69 5.94 28.99 39.92 49.95 06 +15 (test 75) Fuchsia Street Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 92.3' F Avg FWD1: 68.4967 GPS: 33.7776° Lat. - 118.054° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.94 68.44 46.4 36.45 24.87 16.29 8.99 6.86 18.36 4 7.38 58.74 8.98 68.37 47.22 36.86 25.33 16.55 9.17 6.96 23.47 47.5 58.51 9.03 68.68 47.4 37,27 25.59 16.75 9.26 7.03 21.77 47.73 58.62 06 +59 (test 76) Fuchsia Street Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 69.94 GPS: 33.777V Lat, - 118.054' Lon Limit 0 NIS Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWDIO 8.96 69.89 49.33 38.85 26.86 17.29 10.15 8 39.87 52.22 62.09 8.89 69.79 49.21 38.79 26.91 17.3 10.12 7.9 36.39 51.78 61.8 8.91 70.14 49.62 39.14 27.02 17.39 10.12 7.89 33.88 51.79 61.97 • 07 +04 (test 77) Fuchsia Street Northbound Lane 1 Notes: Pvt Temp: 103.3' F Avg FWD1: 37.11 GPS: 33.7778° Lat, - 118.054° Lan Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD70 9.25 37.63 27,67 22.85 18.47 20.57 25.82 5.25 4.38 29.7 35.38 9.33 36.83 27.28 22.5 17.03 34.09 6.01 5.26 4.33 29.22 34.67 9.25 36.87 27.26 22.56 17.06 27.66 8.42 5.3 4.3 29.11 34.49 07 +47 Fuchsia Street Northbound Lane 1 Notes: CL of Elder Avenue Pvt Temp: 0' F GPS: 33.7778° Lat, - 118.054° Lon Limit 0 NIS Fuchsia Street Southbound Lane 1 00 +00 Fuchsia Street Southbound Lane 1 Notes: Fuchsia Street Southbound Lane 1; CL of Elder Avenue Pvt Temp: 0° F GPS: 33.7778° Lat, - 118.054° Lon Limit 0 NIS E 00 +19 Fuchsia Street Southbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 33.7778° Let, - 118.054° Lon Limit 0 NIS 0 00 +75 (test 78) Fuchsia Street Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 101.4° F Avg FWD1: 66.95 GPS: 33.7777° Lat, - 118.054° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.94 67.08 47.84 38.87 27.78 18.57 9.79 7.19 52.09 51.32 60.52 8.98 66.75 48.07 39.05 28.06 18.76 9.88 7.3 7.15 51.4 60.12 8.91 67.02 48.32 39.43 28.21 18.9 9.97 7.27 10.43 51.42 ' 60.22 01 +27 (test 79) Fuchsia Street Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 96.3° F Avg FWD7: 85.1233 GPS: 33.7776° Lat, - 118.054' Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.47 84.96 59.55 47.42 33.35 21.7 3.23 2.48 2.32 66.92 77.78 8.47 84.71 59.68 47.51 33.39 21.7 3.08 2.47 2.26 66,64 77.34 8.64 85.7 59.86 48.36 33.78 21.95 3.09 2.5 2.27 66.86 77.8 01 +77 (test 80) Fuchsia Street Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 94.8° F Avg FWD1: 75.6667 GPS: 33.7774° Let, - 118.054' Lon • Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.81 75.48 52.96 41.56 27.87 18.13 10.61 6.7 5.16 51.74 63.07 8.86 75.33 53.34 42.34 28.19 18.39 9.86 6.67 5.13 51.93 62.99 8.91 76.19 54.07 42.7 28.54 18.53 9.97 6.75 5.19 52.5 63.4 02 +27 (test 81) Fuchsia Street Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 97° F Avg FWD1: 66.6667 GPS: 33.7773° Lat, - 118.054° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FW08 FWD9 FWD10 9.06 67.02 45.09 34.07 22.2 13.9 8.04 6.05 4.9 42.33 53.48 9.23 66.47 45.16 34.19 22.27 13.94 8.14 6.06 4.9 42.25 53.12 9.16 66.51 45.39 33.99 22.32 13.91 8.07 6.05 4.82 41.98 52.77 02 +46 Fuchsia Street Southbound Lane 1 Notes: CL of Dogwood Avenue Pvt Temp: 0° F GPS: 33.7773° Lat. - 118.054° Lon Limit 0 NIS 0. 02 +76 (test 82) Fuchsia Street Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 98.1° F Avg FWD1: 88.8333 GPS: 33.7772' Lat. - 118.054° Lon Limit ❑ NIS G Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.54 88.51 60.5 47.97 31.87 21.65 12.25 8.36 19.31 63.49 76.1 8.54 88.9 61.6 48.2 32.2 21.83 12.26 8.4 36.95 63.9 76.23 8.57 89.09 62 48.64 32.34 21.94 12.37 8.48 47.64 63.97 76.27 03 +25 (test 83) Fuchsia Street Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 94.5° F Avg FWD1: 94.36 GPS: 33.777° Lat, - 118.054' Lon Limit ❑ NIS Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FW09 FWDIO 8.33 93.38 68.87 56.11 40 26.17 15.36 11.06 9.06 70.95 83.06 8.42 94.77 70.22 57.62 40.77 26.45 14.6 11.25 9.33 71.67 83.9 8.35 94.93 70.37 57.8 40.77 26.35 14.64 11.27 9.4 71.64 83.78 03 +83 (test 84) Fuchsia Street Southbound Lane 1 Notes: Alligator Cracks, Near Manhole Pvt Temp: 95.9° F Avg FWD1: 89.5033 GPS: 33.7769° Let, - 118.054° Lon Limit E NIS E Force FWOI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD1O 8.33 88.17 68.5 55.93 40.8 26.82 11.72 4.24 29.99 66.73 77.32 8.42 89.89 69.87 57.58 41.65 27.32 11.96 4.42 10.08 67.86 78.58 8.4 90.45 70.48 57.61 41.83 27.27 11.96 4.53 37.15 68.06 78.84 04 +27 (test 85) Fuchsia Street Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 94.8° F Avg FWD1: 70.73 GPS: 33.7768° Let, - 118,054' Lon Limit E NIS E Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.01 70.64 50.09 39.83 28.23 19.55 11 7.55 5.94 48.49 57.99 9.03 70.57 50.73 40.35 28.59 19.75 11.07 7.55 5.85 48.73 58.02 9.2 70.98 51.18 40.8 28.71 19.89 11.09 7.66 5.91 • 48.79 58.21 04 +95 Fuchsia Street Southbound Lane 1 Notes: CL of Candleberry Avenue Pvt Temp: 0° F GPS: 33.7768° Lat, - 118.054° Lon Limit C: NIS E 05 +75 (test 86) Fuchsia Street Southbound Lane 1 Notes: Pvt Temp: 99.6° F Avg FWD1: 70.5267 GPS: 33.7753' Let, - 118.054° Lon Limit E NIS Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD1O 8.86 71 49.83 39.42 27.34 18.26 10.1 7.47 6.18 53.04 62.62 8.76 70.22 49.57 39.35 27.36 18.24 10.13 7.45 6.19 52.65 61.7 8.84 70.36 49.81 39.74 27.53 18.34 10.16 7.49 6.21 52.61 61.7 Fuchsia Street Southbound Lane 1 06 +31 (test 87) Notes: Pvt Temp: 95.2° F Avg FWD1: 6.28333 GPS: 33.7762° Lat. - 118.054° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.67 6.32 3.69 3.19 2.79 2.6 2.33 2.05 1.88 6.35 7.44 8.67 6.27 3.74 3.22 2.82 2.57 2.33 2.05 1.88 6.24 7.32 8.79 6.26 3.82 3.27 2.83 2.58 2.35 2.1 1.88 6.22 7.29 06 +84 (test 88) Fuchsia Street Southbound Lane 1 Notes: Pvt Temp: 79.1' F Avg FWD1: 95.0567 GPS: 33.776V Let, - 118.054' Lon Limit 0 NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.72 101.91 74.79 37.58 28.83 16.45 9.84 8.46 6.85 63.15 79.61 8.74 93.72 74.48 53.53 29.17 16.76 9.98 8.51 6.93 63.39 79.7 8.84 • 89.54 74.28 38.5 29.34 16.82 10.09 8.61 6.96 63.33 79.57 07 +13 (test 89) Fuchsia Street Southbound Lane 1 Notes: Pvt Temp: 87.9° F Avg FWD1: 48.0033 GPS: 33.776° Lat, - 118.054° Lon Limit 0 NIS 0 Farce FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FW09 FWD10 9.33 48.45 32.73 25.32 16.99 10.51 5.72 4.61 25.67 33.98 41.87 9.3 47.93 32.56 25.23 16.89 10.45 5.64 4.56 20.B 33.7 41.4 9.38 47.63 32.56 25.32 16.96 10.55 5.72 4.63 39.44 33.48 41.09 07+43 Fuchsia Street Southbound Lane 1 Notes: CL of Birchwood Avenue Pvt Temp: 0° F GPS: 33.776° Let, - 118.054° Lon Limit 0 NIS 0 • • LABELLE • MARVIN INC ?- PAVEMENT ENGINEERING DESIGN, INSPECTION: &TESTING ;.. ,_ Fuchsia Circle Location: Seal Beach Fir Avenue to North End of Cul -de -sac Date: 2009 -04 -07 08:35:09 Project: 36176 Fuchsia Circle Northbound Lane 1 00 +00 Fuchsia Circle Northbound Lane 1 Notes: Begin Testing Fuchsia Circle; Fuchsia Circle Northbound Lane 1; CL Pvt Temp: 0' F of Fir Avenue GPS: 33.778' Lat, - 118.054' Lon Limit 0 NIS 0 00 +23 Fuchsia Circle Northbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 33.778' Lat, - 118.054' Lon Limit 17 NIS 0 00+52 (test 232) Fuchsia Circle Northbound Lane 1 Notes: Pvt Temp: 111' F Avg FW01: 82.0967 GPS: 33.7788' Lat, - 116.054° Lon Limit ❑ NIS Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD] FWD8 FWD9 FWO1O • 8.5 82.53 57.39 46.75 33.78 22.46 10.77 7.7 6,71 62.67 74.5 8.64 82.26 58.01 47.09 34.32 23 10.86 7.59 6.39 62.31 73.51 8.79 81.5 57.87 47.31 34.4 23.09 10.94 7.66 6.53 61.67 72.98 00 +81 (test 233) Fuchsia Circle Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 103.3' F Avg FWD1: 60.2067 GPS: 33.7788' Lat, - 118.054' Lan Limit 0 NIS r' Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWDS FWD1a 9.84 61.09 49.21 42.21 34.29 25.98 13.61 8,35 6.8 46.73 53.22 9.89 59.97 48.56 42.04 33.98 25.8 13.63 8.45 6.95 45.83 52,15 9.86 59.56 48.36 41.94 33.94 25.76 13.68 8.48 6.96 45.33 51.58 01 +03 (test 234) Fuchsia Circle Northbound Lane 1 Notes: Pvt Temp: 111.3° F Avg FWD1: 64.28 GPS: 33.7789° Lat, - 118.054' Lon Limit 0 NIS 0 Force FWD1 FW02 FWD3 FWD4 FWD5 FWD6 FWD] FWD8 FWO9 FWD10 9.4 65,03 46.93 38.91 29.2 21.24 11.56 7.23 6.52 47.84 56.93 9.52 64.08 46,66 38.65 29.13 21.27 11.59 7.26 5.58 47.12 55.77 9.47 63.73 46.58 38.45 29.2 21.3 11.59 7.22 5.59 46.75 55.34 01+31 (test 235) Fuchsia Circle Northbound Lane 1 Notes: Pvt Temp: 104.7° F Avg FWD1: 72.56 GPS: 33.779° Lat, - 118.054° Lon Limit r NIS r Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FW09 FWD10 9.33 73.52 54.45 45.16 33.94 23.85 11.45 6.76 5.83 53.58 64.29 9.25 72.48 54.06 45.01 34.06 24.02 11.24 6.84 5.85 52.99 ' 63.3 9.25 71.68 53.61 44.65 33.84 23.86 11.2 6.88 5.86 52.42 62.49 01+54 (test 236) Fuchsia Circle Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 91.6' F Avg FWD1: 34.8267 GPS: 33.779' Lat. - 118.054° Lon Limit ❑ NIS C' Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.84 35.2 28.28 24.65 20.27 16.14 10.44 6.82 4.71 27.74 31.27 8.91 34.72 28.01 24.48 20.15 16.09 10.39 6.B 4.69 27.4 30.83 8.86 34.56 27.94 24.41 20.16 16.08 10.41 6.83 4.7 27.28 30.71 01+79 (test 237) Fuchsia Circle Northbound Lane 1 Notes: Pvt Temp: 111.3° F Avg FW07: 47.5233 GPS: 33.7791° Let, - 118.054° Lon Limit r' NIS LT Farce FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.52 48.17 36.04 30,16 23.66 18.79 12.26 8.41 6.2 35.75 41.73 8.67 47.4 35.71 29.96 23.77 18.86 12.39 8.46 6.3 35.26 41.04 8.74 47 35.61 30.02 23.73 18.97 12.38 8.47 6.22 35 40.68 02 +05 (test 238) Fuchsia Circle Northbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 111.7° F Avg FWD1: 68.7733 GPS: 33.7792' Lat, - 118.054° Lon r 7 Limit 1 1\115 ET Force FW01 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.03 68.71 52.84 44.99 35.66 27.17 16.25 10.23 8.02 55.2 63.1 8.11 68.6 53.01 45.15 35.84 27.38 16.41 10.4 8.1 55.05 62.62 8.3 69.01 53.44 45.53 36.18 27.65 16.58 10.46 8.1 55.45 62.91 02 +35 (test 239) Fuchsia Circle Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 108.4' F Avg FWD1: 97.27 GPS: 33.7793' Lat, - 118.054' Lon Limit 1-1 NIS 17 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.79 97.24 72.81 59.79 44.41 31.15 16.35 12.36 10.68 71.1 83.55 B.86 97.43 72.85 60.2 44.8 31.66 16.66 12.51 10.77 70.95 83.22 8.89 97.14 72.37 60.16 44.83 31.66 16.68 12.51 10.75 70.51 82.59 02 +54 (test 240) Fuchsia Circle Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 114.6° F Avg FWD1: 116.833 GPS: 33.7793' Lat. - 118.054' Lon Limit ❑ NIS [T Forte FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWOB FWD9 FWD10 7.93 115.84 95.39 58.46 52.97 25.58 10.31 7.76 5.91 98.79 115.61 B.2 116.29 99.15 65.15 52.24 28.25 11.16 8.42 6.55 99.03 115.99 8.3 118.37 100.39 59.9 54.97 32.69 11.66 8.92 6.95 100.51 116.66 02 +76 (test 241) Fuchsia Circle Northbound Lane 1 Pvt Temp: 116.5° F Notes: Alligator Cracks Avg FWD1: 111.177 GPS: 33.7794° Lat, - 118.054° Lon Limit ri NIS IT Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.18 112.75 68.74 47.99 30.08 16.68 9.14 6.89 5.52 82.44 103.06 8.37 109.76 77.56 49.01 31.28 17.76 9.74 7.4 6 81.85 102.18 8.52 111.02 73.78 48.12 23.7 18.81 10.06 7.69 6.12 81.53 101.07 03 +02 (test 242) Fuchsia Circle Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 121.6' F Avg FW01: 118.633 GPS: 33.7794° Lat, - 118.054° Lon Limit r NIS r Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.28 118.08 82.72 77.68 60.5 37.3 14.28 8.03 5.71 83.78 102.66 9.35 119.07 102.76 71.32 61.58 38.47 15.21 B.B2 6.38 85.17 103.22 9.45 118.75 101.98 73.91 61.92 38.87 15,75 9.34 6.76 85.27 102.69 03 +20 Fuchsia Circle Northbound Lane 1 Notes: CL of North End; Fuchsia Circle Southbound Lane 1 Pvt Temp: 0° F GPS: 33.7794° Lat, - 118.054° Lon Limit r NIS r Fuchsia Circle Southbound Lane 1 00 +00 Fuchsia Circle Southbound Lane 1 Notes: CL of North End of Cul - de - sac Pvt Temp: 0' F GPS: 33.7794° Lat, - 118.054' Lon Limit I„ I NIS r 00 +34 (test 243) Fuchsia Circle Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 119.8° F Avg FWD1: 67.7433 GPS: 33.7794° Lat, - 118.054' Lon Limit 0 NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.23 69.37 51.26 42.3 31.04 21.07 11,46 6.82 5.66 53.99 62.79 9.45 67.61 50.43 41.84 31.2 21.67 11.02 6.82 5.6 52.74 60.93 9.3 66.25 49,56 41.28 31.01 21.69 11.07 6.81 5.58 51.67 59.64 00 +53 (test 244) Fuchsia Circle Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 127.1' F Avg FWD1: 91.74 GPS: 33.7793° Let, - 118.054' Lon Limit r NIS r Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWO10 9.16 95.56 82.23 66.3 47.01 30.52 12.49 7.74 11.71 72.08 87.81 9.38 89.85 81.25 65.97 47.04 30.82 12.34 7.3 11.28 70.47 84.92 9.35 89.81 81.43 66.14 47.28 31.05 12.53 7.37 17.19 69.67 83.49 00 +75 (test 245) Fuchsia Circle Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 131.1° F Avg FWD1: 67.5 GPS: 33.7793° Lat. - 118.054° Lon Limit 0 NIS 0 Force FWD1 FW02 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FW09 FWD10 . - 9.64 69.15 54.69 46.43 35.59 25.38 12.32 6.89 67 50.23 59.1 9.5 66,75 53.26 44.94 34.55 24.65 11.87 6.82 61.55 48.66 57.16 9.59 66.6 53.28 44.94 34.66 24.75 11.94 6.83 91.19 48.73 57.02 01 +03 (test 246) Fuchsia Circle Southbound Lane 1 Notes: Alligator Cracks PvtTemp: 120.8° F Avg FWD1: 108.88 GPS: 33.7792° Let, - 118.054° Lon • Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.61 106.66 104.21 68.76 47.36 26.11 12.44 9.1 7.91 82.32 75.18 8.91 106.17 104.44 62.41 47.79 25.86 12.29 9.05 7.93 82.42 75.13 8.91 113.81 103.8 71.48 47.25 25.91 12.27 8.97 7.83 82.22 80.97 01 +30 (test 247) Fuchsia Circle Southbound Lane l Notes: Alligator Cracks Pvt Temp: 121.2° F Avg FWD1: 101.123 GPS: 33.7791° Lat, -118.0545 Lon Limit r NIS 0 Force FW01 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD1O 9.13 101.78 74.88 59.61 41.27 27.51 14.23 9.81 8.66 70,42 85.62 9.28 101.06 75.28 59.61 41.3 27.22 13.76 9.58 8.34 69.98 85.13 9.33 100.53 75.4 59.94 41.58 27.37 13.87 9.64 8.42 69.82 84.53 Q1+54 (test 248) Fuchsia Circle Southbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 120.8° F Avg FWD1: 59.6567 - GPS: 33.7791° Lat, - 118.054° Lon Limit 0 NIS 0 Farce FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.55 60.48 45.68 38.78 29.76 20.88 12.48 8.39 6.56 47.12 53.85 9.45 59.24 44.9 38.3 29,52 20.88 12.55 8.37 6.44 46.08 52.67 9.57 59.25 44.95 38.29 29.6 20,8 12.44 8.29 6.45 45.95 52.47 01+76 (test 249) Fuchsia Circle Southbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks PvtTemp: 121.2° F Avg FWDI: 78.7333 GPS: 33.779° Lat, - 118.054' Lon Limit r NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.06 79.47 55.53 44.64 33.11 25.58 15.59 10.47 4.8 61.2 • 70.74 9.11 78.82 55.32 44.7 33.02 25.38 15.5 10.37 11.31 60.61 69.97 9.11 77.91 54.77 44.37 32.73 25.26 15,43 10.33 3.89 59.88 68.96 02 +04 (test 250) Fuchsia Circle Southbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 124.9° F Avg FWDI: 63 GPS: 33.7789° Lat, - 118.054° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWDS FWD7 FWD8 FWD9 FWD10 9.35 63.71 50.68 44.07 35.11 26.72 14.63 8.94 24.14 51.6 58.26 9.35 63.04 50.36 43.6 34.89 26.61 14.57 8.9 19.62 50.83 57.07 9.3 62.25 49.79 43.1 34.67 26.5 14.55 8.93 19.99 - 50.11 56.22 02 +08 (test 251) Fuchsia Circle Southbound Lane 1 Notes: Pvt Temp: 121.9° F Avg FWD1: 59.3733 GPS: 33.7789° Lat, - 118.054° Lon Linhit 0 NIS IT Force FWDI FWD2 FWD3 FWD4 FWD5 FINDS FWD7 FWD8 FWD9 FWD10 9.55 60.16 48.54 42.01 33.42 25.02 15.58 9.58 7.4 48.9 55.01 9.57 59.3 47.78 41.21 32.92 25.69 15.49 9.6 7.38 48.02 53.97 9.57 58.66 47.27 40.97 32.56 25.37 15.28 9.58 7.31 47.46 53.25 02 +27 (test 252) Fuchsia Circle Southbound Lane 1 Notes: Pvt Temp: 124.9° F Avg FWD1: 89.6433 GPS: 33.7789° Lat, - 118.054° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD1O 8.64 90.43 64.06 52.14 37.77 25.95 13.84 9.77 8.1 68.43 80.96 8.81 89.67 63.68 52.6 38.15 26.32 13.88 9.67 8.16 67.95 79.89 8.89 88.83 63.7 52.48 38.1 26.36 13.91 9.72 8.2 67.36 , 78.97 02 +54 (test 253) Fuchsia Circle Southbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 108.8° F Avg FWD1: 109.66 GPS: 33.7788° Lat, - 118.054° Lon Limit r NIS 0 Force FW01 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.01 112.24 100.15 77.38 50.72 30.4 14.3 10.51 8.58 85.11 105.87 9.06 111.25 94.58 76.28 51.34 30.73 14.51 10.56 8.64 84.69 104.09 9.13 105.49 83.89 76.81 51.52 30.84 14.64 10.6 8.72 83.62 103.47 02 +78 (test 254) Fuchsia Circle Southbound Lane 1 Notes: Lateral Cracks Pvt Temp: 113.2° F Avg FWD1: 88.5867 GPS: 33.7787° Lat. - 118.054° Lon Limit r NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FW138 FWD9 FWD10 9.2 89.5 63.96 52.74 37.71 26.1 13.22 8.43 20.54 66.63 78.6 9.2 88.67 63.56 52.32 37.84 26.12 13.07 8.3 28.34 65.8 77.46 9.16 87.59 62.91 51.85 37.55 25.94 13.05 8.28 34.42 64.91 76.36 03 +24 Fuchsia Circle Southbound Lane 1 Notes: CL of Fir Avenue Pvt Temp: 0° F GPS: 33.7787° Lat. - 118.054° Lon Limit r NIS 0 • • • • • LABELLE • MARVIN• PAVEMENT ENGINEERING, DESIGN, INSPECTION & TESTING Goldenrod Street Location: Seal Beach Elder Avenue to North End Date: 2009 -04 -07 08:35:09 Project: 36176 Goldenrod Street Northbound Lane 1 00+00 Goldenrod Street Northbound Lane 1 Notes: Begin Testing Goldenrod Street; Goldenrod Street Northbound Lane Pvt Temp: 0' F 1; CL of Elder Avenue GPS: 33.7779° Lat, - 118.054° Lon Limit E NIS E 00 +20 Goldenrod Street Northbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 33.7779° Lat. - 118.054° Lan . Limit E NIS E 00 +51 (test 210) Goldenrod Street Northbound Lane 1 Notes: Pvt Temp: 102.9° F Avg FWD1: 79.4167 GPS: 33.7781° Lat, - 118.053° Lon Limit E NIS E Farce FW01 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWDID 8.74 79.75 55.45 44.06 30.13 19.38 9.79 7.44 6.14 55.24 67.46 8.79 79.43 55.53 44.27 30.27 19.52 9.91 7.5 6.26 55.05 67.02 8.89 79.07 55.3 44.12 30.24 19.5 9.88 7.49 6.3 54.71 66.42 01+02 (test 211) Goldenrod Street Northbound Lane 1 Notes: Pvt Temp: 106.6° F Avg FWD1: 61.75 GPS: 33.7782° Lat, - 118.053° Lon Limit E NIS E Farce FWD1 FWD2 FWD3 FWD4 FWDS FWDS FWD7 FWDB FWD9 FWD10 9.2 62.61 42.95 33.92 23.42 15.5 8.51 6.53 5.39 43.23 53.72 9.2 ' 61.23 '42.52 33.8 23.39 15.53 8.49 6.56 4.71 42.41 52.23 9.23 61.41 42.79 34.12 23.67 15.76 8.63 6.61 5.12 42.48 52.25 01 +60 (test 212) Goldenrod Street Northbound Lane 1 Notes: General Cracking Pvt Temp: 99.2' F Avg FWD1: 124.283 GPS: 33.7784° Lat, - 118.053° Lon . Limit E NIS E Force FWD1 FWD2 FWD3 FWD4 FWDS FWDS FWD7 FWDS FWD9 FWD70 8.96 124.64 86.45 85,43 65.17 45.41 20.6 11.36 8.7 87.94 89.13 8.9B 121.13 94.15 86.77 65.82 45.9 21.33 11.97 9.03 89.05 92.21 9.01 127.08 96.07 88.45 67.12 47.09 22.17 12.81 9.4 90.92 94.18 02 +00 (test 213) Goldenrod Street Northbound Lane 1 Notes: General Cracking Pvt Temp: 104' F Avg FWD1: 131.043 GPS: 33.7785° Lat, - 118.053° Lon • . Limit ❑ NI5 C Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWDS FWD10 8.84 133.49 93.19 81.58 56.16 34.61 16.05 10.21 7.41 91.79 114.01 8.91 133.85 92.21 84.12 58.07 35.69 16.76 10.58 7.66 93.31 114,94 8.89 125.79 92.66 86.22 59.47 36.47 16.96 10.68 ' 7.71 94.28 115,59 02+48 Goldenrod Street Northbound Lane 1 Notes: CL of Fir Avenue Pvt Temp: 0' F GPS: 33,7786° Lat, - 118.053° Lon Limit C NI5 C 02 +63 (test 214) Goldenrod Street Northbound Lane 1 Notes: Near Manhole Pvt Temp: 93.8° F Avg FWD1: 92.72 GPS: 33.7786° Lat, - 118.053° Lon Limit ❑ NI5 C Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.99 95.15 78.22 65.13 49.13 34.99 17.34 10.84 8.05 62.39 76.97 9.84 91.76 75.04 63.12 47.69 34.11 16.84 10.58 8.02 61.04 74.4 9.86 91.25 74.87 63.23 47.8 34.22 16.83 10.62 8.03 61.26 • 74.42 03 +07 (test 215) Goldenrod Street Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 108° F Avg FWD1: 129.063 GPS: 33.7788° Lat, - 118.053' Lon Limit ❑ N15 E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.35 131.24 99.41 76.54 50.01 36.5 15.99 11.47 8.2 96.27 118.18 8.57 125.32 94.8 78.95 52.32 41.96 16.74 12.11 8.28 97.19 118.71 8.57 130.63 93.16 80.73 53.37 47.03 17.43 12.82 8.64 97.67 118 -57 03 +51 (test 216) Goldenrod Street Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 109.9° F Avg FWD1: 92.2133 .GPS: 33.7789° Lat. - 118.053° Lon Limit C NIS 0 Force FWD1 . FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.47 95.78 75.67 63.58 46.04 31.16 14.68 9.76 8.16 67.85 82.62 9.5 91.24 75.97 63.63 45.05 31.23 14.5 9.52 8.17 67.56 81.5 9.59 89.62 76.66 64.03 46.51 31.47 14.66 9.67 8.08 67.96 81.83 04 +04 (test 217) Goldenrod Street Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 107.3° F Avg FWD1: 93.9067 GPS: 33.779° Lat, - 118.053° Lon • Limit ❑ NI5 E. Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWDS FWD10 9.11 91.16 69.41 56.45 40.01 26.53 13.24 8.95 7.71 69.21 83.59 9.18 95.84 69.44 57.02 40.42 26.95 12.73 8.83 7.59 68.79 82.53 9.25 94.72 69.23 56.57 40.38 27 12.79 8.87 7.6 68 61.12 04 +55 (test 218) Goldenrod Street Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 106.9° F Avg FWD1: 80.0267 GPS: 33.7792° Lat, - 118.053° Lon Limit 0 N15 0 Force FWD1 FWD2 FWD3 FW04 FWD5 FWDS FWD7 FWDB FWD° FWD10 8.54 80.72 60.87 50.7 38.17 27.17 13.81 8.95 6.74 61.56 71.85 8.54 79.99 60.54 50.74 38.18 27.34 13.79 9.11 8.37 61.03 71.25 8.64 79.37 60.18 50.46 38.14 27.4 13.86 9.17 5.98 60.58 70.63 05 +01 (test 219) Goldenrod Street Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 103.6° F Avg FWD1: 99.1733 GPS: 33.7793° Lat, - 118.053° Lon Limit ❑ NIS Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.84 101.46 73.28 59.8 42.42 27.81 12.96 8.98 7.72 71.95 87.81 9.08 97.52 73,52 60.43 43.22 28.5 13.22 9.12 7.7 71.54 86.19 9.06 98.54 72.58 59.85 43.04 28.46 13.21 9.13 7,62 70,59 84.49 05 +50 (test 220) - Goldenrod Street Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 108.8° F Avg FWD1: 121.91 - GPS'. 33.7794° Let, - 118.053° Lon Limit E NIS Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.91 115.99 107.43 81.64 54.59 31.83 13.47 7.86 5.56 91.42 113,85 8.89 121.29 111.2 85.72 57.9 33.77 14.44 8.39 5.95 94.44 ' 115.82 9.08 128.45 114.05 88.44 59.87 34.93 14.94 8.6 6.1 95.84 116.47 05 +67 Goldenrod Street Northbound Lane 1 Notes: CL of North End Pvt Temp: 0° F GPS: 33.7794° Lat, - 118.053° Lon • . Limit E NIS E Goldenrod Southbound Lane 1 00 +00 Goldenrod Southbound Lane 1 Notes: Goldenrod Southbound Lane 1; CL of North End Pvt Temp: 0° F GPS: 33.7794° Lat, - 118,053° Lon Limit ❑ NIS 00 +37 (test 221) Goldenrod Southbound Lane 1 Notes: Pvt Temp: 104,4° F Avg FWD1: 42.1333 GPS: 33.7794° Lat. - 118.054° Lan Limit ❑ NIS C • • Force FWD1 FWD2 FWD3 FWD4 FWD5 FWDS FWD7 FWDS FWD9 FWD10 8.84 42.31 34.69 30.27 24.54 19.24 11.64 7.52 6.02 33.44 37.7 8.86 42.16 34.65 30.2 24.66 19.28 11.75 7.56 5.79 33,27 37.49 8.98 41.93 34.44 30.09 24.53 19.22 11.73 7.56 5.46 33.08 37.28 00 +84 (test 222) Goldenrod Southbound Lane 1 Notes: Pvt Temp: 108.8° F Avg FWD1: 74.4467 GPS: 33.7792° Lat. - 118.054° Lon Limit C NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 7.96 74.73 54.5 44.51 33.44 23.63 12.35 7.96 6.84 57.74 68.08 8.18 74.16 54.61 44.73 33.47 23.82 12.51 8.07 6,83 56.87 66.81 8.3 74.45 55.32 45.3 34,13 24.26 12.69 8.2 7 57 66.92 01 +27 (test 223) Goldenrod Southbound Lane 1 Notes: Pvt Temp: 100.7° F Avg FWD1: 97.2333 GPS: 33.7791° Lat, - 118.054° Lon Limit ❑ NIS E Force FWD7 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FINDS FW010 8.89 99.69 86.21 68.28 44.88 27.06 11.8 8.7 7.5 72.73 86.96 8.86 98.11 79.68 68.15 45.15 27.22 11.88 8.79 7.48 70.63 86.64 9.08 93.9 74.88 68.44 45.31 27.46 11.98 8.7 7.52 71.14 87.4 01+81 (test 224) Goldenrod Southbound Lane 1 Notes: Pvt Temp: 110.2° F Avg FWD1: 87.6933 GPS: 33.779' Lat, - 118.054' Lon - Limit ❑ NIS E - Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 9.25 89.36 66.36 52.64 34.91 21.31 8.66 6.19 5.29 58.21 70.7 9.3 87.32 65,94 52.62 35.06 21.53 8.76 6.27 5,32 57.72 69.56 9.11 86.4 65.85 52.61 35.08 21.57 8.76 6.26 5.31 57.34 68.72 02 +26 (test 225) Goldenrod Southbound Lane 1 Notes: Pvt Temp: 108° F Avg FWD7: 103.973 GPS: 33.7769° Let, - 118.054° Lon Limit ❑ NIS C' Force FW01 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 • FWD10 8.47 103.75 74.79 59.01 40.38 25.03 9.87 7.12 6.76 72.77 88.66 8.42 103.75 75.86 59.91 41.14 25.56 10.01 7.1 6.56 72.65 88.1 8.64 104.42 76.88 60.78 41.84 26.1 10.14 7.2 6.71 72.92 88.52 02 +79 (test 226) Goldenrod Southbound Lane 1 Notes: - Pvt Temp: 108.4° F Avg FW01: 119.817 GPS: 33.7787° Lat, - 118.054° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 • FWD70 8.5 120.78 86.89 73.38 52.54 34.96 15.6 9.99 5.45 90.78 108.74 8.67 121.03 89.34 75.5 54.67 36.37 16.13 10.29 7.22 91.3 109.41 8.72 117.64 91.05 76.32 55.07 36.61 16.31 10.67 6.97 91.1 108.02 03 +20 (test 227) Goldenrod Southbound Lane 1 Notes: CL of Fir Avenue Pvt Temp: 108° F Avg FWD1: 65.0067 GPS: 33.7786° Lat. - 118,054° Lon Limit ❑ NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.72 65.41 48.45 40.33 30.09 22.41 13.2 8.71 6.84 52.77 61.25 8.84 65.12 48.65 40.36 30.45 22.82 13.9 8.8 6.8 52.59 60.56 8.79 64.49 48.31 39.16 30.4 22.57 13.4 8.81 7.02 52.09 59.83 • 03 +79 (test 228) Goldenrod Southbound Lane 1 Notes: Pvt Temp: 108.4' F Avg FWD1: 83.77 GPS: 33.7784' Lat, - 118.054' Lon Limit ❑ NIS E Force FWD1 FWD2 FW03 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD70 9.45 84.63 62.41 50.31 35.82 25,41 14.42 10.16 8.14 57.82 69.38 9.47 83.67 62.28 50.33 36.03 25.57 14.54 10.23 8.19 57.58 68.6 9.5 83.07 62.62 50.66 36.25 25.72 14.65 10.32 8.29 57.71 68.64 04 +29 (test 229) Goldenrod Southbound Lane 1 Notes: Pvt Temp: 106.9° F Avg FWD1: 71.02 GPS: 33.7783' Lat. - 118.054° Lon Limit ❑ NIS Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.89 71.6 51.38 41.8 30.36 21.51 12.01 8.33 6.75 53.59 64.02 8.98 70.74 51.63 41.99 30.79 21.97 12.19 8,49 6.82 52.82 62.7 9.03 70.72 51.86 42.31 31.05 22.13 12.31 8.52 6.89 52.65 62.35 04 +78 (test 230) Goldenrod Southbound Lane 1 Notes: Pvt Temp: 107.7° F Avg FWD1: 57,1067 GPS: 33.7782' Lat. - 118.054° Lon Limit 0 NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD6 FWDS FWO,0 9.16 57.6 39.16 30.8 21.09 13.75 7.25 5.7 4.77 40.05 49.29 9.25 56.98 39.23 31 21.47 14.11 7.47 5.68 4.79 39.99 48.82 9.25 56.74 39.07 30.86 21.49 14.14 7.49 5.76 4.79 39.63 48.38 05 +24 (test 231) Goldenrod Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 107.7° F Avg FWD1: 75.26 GPS: 33.778° Lat, - 118.054° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 75.54 50.51 39.39 25.75 15.98 8.45 6.26 5.14 51.4 64.58 8.86 74.86 50.88 39.81 26.08 16.22 8.54 6.33 5.24 51.08 63.64 8.98 75.38 51.31 40.06 26.25 16.32 8.56 6.41 5.25 51.44 64.08 05 +69 Goldenrod Southbound Lane 1 Notes: CL of Elder Avenue Pvt Temp: 0° F GPS: 33.778° Lat, - 118.054° Lon Limit 0 NIS 0 LABELLE • MARVIN INC PAVEMENT ENGINEERING, DESIGN, INSPECTION &TESTING Guava Avenue Location: Seal Beach Ironwood Avenue to South End Cul -de -sac Date: 2009 -04 -07 08:35:09 Project: 36176 Guava Avenue Southbound Lane 1 00 +00 Guava Avenue Southhound Lane 1 Notes: Begin Testing Guava Avenue; Guava Avenue Southbound Lane 1; CL Pvt Temp: 0° F of Ironwood Avenue GPS: 0° Lat, 0° Lon . Limit E NIS 00 +24 Guava Avenue Southbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 0° Lat. 0° Lon Limit E NIS E 00 +66 (test 342) Guava Avenue Southbound Lane 1 Notes: Pvt Temp: 67.7° F Avg FWD1: 27.34 GPS: 33.7799° Lat. - 118.057° Lon Limit E NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FW09 FWD10 10.08 28.1 22.75 19.93 15.97 13.04 9.09 6,74 5.32 20.47 23.69 9.79 27.07 21.67 18.77 15.47 12.71 8.94 6.62 5.25 19.86 22.81 9.77 26.85 21.8 18.61 15.41 12.62 8.89 6.58 5.23 19.74 22.62 01 +03 (test 343) Guava Avenue Southbound Lane 1 Notes: Pvt Temp: 68.1° F Avg FWD1: 38.34 GPS: 33.7798° Lat. - 118.057° Lon Limit E NIS E. Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.62 38.08 28.94 24.05 18,61 14.03 8.66 5.99 4.8 29.89 35.41 8.74 38.37 28.95 24.07 18.66 14.1 9.01 6.07 4.87 29.66 35 8.89 38.57 29.07 24.3 18.87 14.3 9.51 6.05 4.8 29.63 35.04 01 +58 (test 344) Guava Avenue Southbound Lane 1 Notes: Pvt Temp: 67.7° F Avg FWD1: 35.6533 GPS: 33.7797' Lat. -118.057' Lon Limit E NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.74 35.94 27.19 23.14 18.62 14.71 9.64 6.79 5.49 29.01 33.47 8.86 35.7 27.08 23.18 18.65 14.75 9.69 6.83 5.52 28.88 33.16 8.86 35.32 27.11 23.03 18.68 14.77 9.72 6.87 5.52 28.68 32.87 02 +04 (test 345) Guava Avenue Southbound Lane 1 Notes: Pvt Temp: 67.7° F Avg FWD1: 42.9567 GPS: 33.7796° Lat. - 118.057° Lon Limit 0 NIS E Force FWD1 FWD2 FWD3 FWD4 FWDS FWD& FWD7 FWD8 FWD9 FWD10 8.76 43.91 31.74 26.61 20.92 16.02 9.68 6.57 5.23 33.56 39.37 8.84 42.87 31.22 26.13 20.64 15.82 9.61 6.44 5.18 32.6 38.28 8.84 42.09 30.76 25.87 20.48 15.71 9.57 6.44 5.18 32.15 37.66 02 +51 (test 346) Guava Avenue Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 67.7° F Avg FWD1: 72.9533 GPS: 33.7795° Lat, - 118.057° Lon Limit C NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FW139 FWD10 8.4 75.22 57.98 48.81 37.89 27.64 14.21 8.46 6.61 57.09 66.1 8.52 72.53 56.84 47.64 37.32 27.5 14.08 8.47 6.59 55.28 63.44 8.69 71.11 55.73 47.21 36.69 27.09 13.93 8.28 6.5 53.57 61.75 03 +00 (test 347) Guava Avenue Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 67.4° F Avg FWD1: 90.2 GPS: 33.7794° Lat, - 118.057° Lon Limit ❑ NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.72 98.81 80.71 56.49 41.6 32.62 19.43 10.19 7.65 69.33 82.11 8.91 85.01 80.1 55.8 41.09 33.06 20.68 10.48 8.04 68.53 80.55 8.94 86.78 79.64 60.43 39.73 32.94 18.92 10.47 8.05 68.32 80.01 03 +38 Guava Avenue Southbound Lane 1 Notes: CL of Hazelnut Avenue Pvt Temp: 0° F GPS: 33.7794° Lat, - 118.057° Lon Limit E NIS C 03 +52 (test 348) Guava Avenue Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 67.7° F Avg FWD1: 113.063 GPS: 33.7794° Lat, - 118.057° Lon Limit C NIS C Force FWD7 FWD2 FWD3 FWD4 FWDS FW176 FWD7 FWD8 FWD9 FWD10 8.2 114.98 89.4 - 70.5 46.52 28.02 12.97 6.95 4.15 81.16 99.17 8.37 112.1 89.06 62.09 49.25 27.92 12.84 6.93 4.1 81.13 97.7 8.42 112.11 90.39 69.65 45.73 28.46 13.11 7.08 4.16 79.91 97.48 04 +00 (test 349) Guava Avenue Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 66.8° F Avg FWD1: 55.1233 GPS: 33.7793° Lat. - 118.056° Lon Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FW135 FWD6 FWD7 FWDB FWD9 FWD10 9.2 55.98 43.24 36.61 29.43 22.56 13 7,96 6.04 44.6 51.55 9.25 54.9 42.47 36.08 29.09 22.34 12.88 7.88 5.94 43.69 50.23 9.4 54.49 41.96 35.6 28.8 22.2 12.84 7.9 5.89 43.01 49.29 04 +49 (test 350) Guava Avenue Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 67.7° F Avg FWD1: 94.94 GPS: 33.7793' Lat, - 118.056° Lon Limit C NIS E Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.35 96.66 69.54 57.61 44.12 31.58 16.81 9.78 6.78 74.05 87.35 8.33 94.03 68.85 57.25 44.18 31.96 17.19 10.24 7.14 72.18 85 8.52 94.13 69.15 57.75 44.53 32.17 17.39 10.55 7.61 72.34 84.43 • 05+03 (test 351) Guava Avenue Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 67° F Avg FWD1: 105.48 GPS: 33.779V Lat, - 118.056° Lon Limit C NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWDS FWD7 FWDS FWD9 FWD10 9.08 107.01 90.33 78.8 61.88 45.06 22.83 11.65 6.51 76.57 72.5 9.18 105.73 86.45 79.66 63.09 46.31 24.05 12.15 6.75 76.85 86.07 9.16 103.7 93.48 80.98 64.08 47.57 24.69 12.68 7.01 77.39 84.41 05 +54 (test 352) Guava Avenue Southbound Lane 1 Notes: Alligator Cracks Pvt Temp: 66.7° F Avg FW01: 115.823 GPS: 33.7792° Lat, - 118.056° Lon Limit' ❑ NIS C Force FWD7 FWD2 FWD3 FW04 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.35 124.01 87.03 66.12 45.28 28.64 11.14 6.91 5.17 85.58 105.57 8.45 114.32 88.31 67.23 46.75 29.63 12,9 7.19 5.4 85.91 104.77 8.62 109.14 89.45 68.16 47.88 30.27 13.72 7.25 5.49 86.52 105.81 05 +98 Guava Avenue Southbound Lane 1 Notes: CL of South End Cul - de - sac Pvt Temp: 0° F GPS: 33.7792° Let, - 118.056° Lon Limit ❑ NIS ❑ Guava Avenue Northbound Lane 1 00 +00 Guava Avenue Northbound Lane 1 Notes: Guava Avenue Northbound Lane 1; CL of South End Cul - de - sac Pvt Temp: 0° F GPS: 33.7792° Lat. - 118.056° Lon Limit C NIS C 00 +29 (test 353) Guava Avenue Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 68.1° F Avg FWD1: 79.6367 GPS: 33.7793° Lat. - 118.056° Lon Limit C NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.15 81.78 60.56 49.21 36.25 28.24 62.87 8.12 6.34 59.89 72.28 8.37 78.91 59.27 48.51 35.92 77.95 78.3 8.25 6.42 58.03 69.41 6.52 78.22 59.14 48.72 36.14 27.6 67.95 8.28 6.49 57.6 68.53 00 +34 (test 353) Guava Avenue Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 68.8° F Avg FWD1: 73.8767 GPS: 33.7793° Lat, - 118.056° Lon Limit ❑ NIS C Force FWD./ FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.25 76.61 56.91 46.14 34.12 31.82 14.13 9.29 7.55 59.5 69.14 9.35 73.3 55.15 45.21 34.03 31.37 14.18 9.16 7.19 56.62 65.22 9.52 71.72 53.9 44.79 33.87 24.94 14.39 9.12 6.99 54.89 63.58 • 00 +80 (test 354) Guava Avenue Northbound Lane 1 Notes: Pvt Temp: 67.7° F Avg FWD1: 87.02 GPS: 33.7793° Lat, - 118,056° Lon Limit 0 NIS C Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD,O 8.98 89.11 66.69 55.65 43.49 32.3 18.84 12.33 9.24 69.44 81.52 9.01 86.77 65.44 54.91 43.13 32.18 18.97 12.5 9.46 67.63 78.96 9.01 85.18 64.66 54.07 42.58 31.83 18.8 12.41 9.49 66.41 77.31 01+26 (test 355) Guava Avenue Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 68.1° F Avg FWD1: 106.89 GPS: 33.7793° Lat, - 118.056° Lon Limit C NIS C Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD9 FWD9 FWD10 8.79 108.84 86.42 67.46 50.98 35.42 17,74 10.86 7.83 77.96 93.61 9.03 106.18 87,68 69.98 52.42 36.74 18,62 11.65 8.49 74.46 90.63 9.13 105.65 88.12 69.96 52.78 36.94 18.89 11.92 8.86 73.81 89.63 01+78 (test 356) Guava Avenue Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 67,7° F • Avg FWD1: 83.5767 GPS: 33.7794° Let, - 118.056° Lon Limit E NIS E Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD1O 8.74 86.01 62.63 51.65 39.49 28.15 14.93 9.64 7,66 62.69 75.08 8.98 83.2 61.22 50.84 38.98 28.1 14.77 9.38 7.53 60.97 71.75 9.18 81.52 60.46 50.6 38.85 28.17 14.84 9.39 7.52 59.07 69.75 02 +28 (test 357) Guava Avenue Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 68.8° F Avg FWD1: 105.753 GPS: 33.7794° Lat, - 116.057° Lon ' Limit E NIS E Force FWD1 FWD2 FWD3 FWO4 FWD5 FWD6 FWD7 FWDS FWD9 FWDIO 8.2 106.19 80.52 66.44 49.87 35.49 19.03 11.16 7.46 80.7 96.26 8.25 104.57 83.57 68.02 51.13 36.65 19.79 11.57 7.77 81.63 96.49 8.47 106.5 86.83 65.08 53.29 38.33 21.05 12.4 8.33 84.2 98.78 02 +69 Guava Avenue Northbound Lane 1 Notes: CL of Hazelnut Avenue Pvt Temp: 0° F GPS: 33.7794° Lat, - 118.057° Lon • Limit E NIS C 02+77 (test 358) Guava Avenue Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 67.7° F Avg FWD1: 88.1867 GPS: 33.7795° Let, - 118.057° Lon Limit E NIS E Force FWD, FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.55 93,25 76,78 62.56 47.51 32.43 14.94 9.56 8,03 66.57 77.45 9.81 87.4 73.62 60.54 46.08 31.95 14.38 9.5 8.03 63.15 73.31 9.79 83.91 72.8 59.69 45.5 31.69 14.1 9.26 8 63.14 72.21 03 +27 (test 359) Guava Avenue Northbound Lane 1 • Notes: Alligator Cracks Pvt Temp: 65.9° F Avg FWD1: 93.86 GPS: 33.7795° Lat, - 118.057° Lon Limit ❑ NIS E Force FWD1 FWD2 FW133 FWD4 FWD5 FWD6 FWD] FWD8 FWD9 FWD10 8.81 98.23 74.96 59.41 42.49 29.06 15.12 9.64 7.51 74.04 86.28 9.01 90.95 73.05 57.69 41.57 28.51 14.91 9.55 7.6 71.01 82.65 9.11 92.4 72.94 57.74 41.09 28.34 14.96 9.58 7.64 69.92 80.77 . 03 +76 (test 360) Guava Avenue Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 68.8° F Avg FWD1: 95.7733 GPS: 33.7796° Lat, - 118.057° Lon Limit ❑ NIS E Force FWD7 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD6 FWD9 FWD10 9.01 99.55 79.27 66.1 47.95 30.8 16.08 10.67 7.37 76.46 92.41 9.01 94.82 81.72 65.47 45.05 30.53 16.53 11.04 7.7 74.14 89.31 9.08 92.95 68.75 65.87 46.1 30.3 16.62 11.34 8.12 73.35 ' 87.95 • 04 +30 (test 361) Guava Avenue Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 66.8° F Avg FWD1: 73.87 GPS: 33.7797° Lat, - 118.057° Lon Limit E NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.55 75.25 55.15 42.96 36.39 27.56 16.93 11.22 8.68 55.09 65.47 9.62 73.62 54.62 45.32 36.18 27.57 16.76 11.35 8.77 53.93 63.63 9.69 72.74 54.48 45.11 36.11 27.48 16.83 11.44 8.84 53.32 62.58 04 +85 (test 362) Guava Avenue Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 68.8° F Avg FWD1: 85.6533 GPS: 33.7798° Lat, 118.057° Lon _ Limit C NIS C Force FWD1 FWD2 FWD3 FWD4 FWD5 FINDS FWD7 FWD8 FWD9 FWD10 8.74 86.45 62.01 49.9 35.9 24.3 11.72 7,52 6.4 63.51 75.78 8.76 , 85.41 62.3 49.89 36.24 24.69 11.67 7.67 6.47 62.71 74.63 8.98 85.1 62.35 50.47 36.37 24.83 11.6 7.5 • 6.26 62.73 74.46 05 +26 (test 363) Guava Avenue Northbound Lane 1 Notes: Alligator Cracks Pvt Temp: 69.6° F Avg FWD1: 82.27 GPS: 33.7799° Let, - 118.057° Lon Limit E NIS E Force FWD1 FWD2 FW133 FWD4 FWD5 FWD6 FWD] FWD8 FWD9 FWD10 8.76 83.07 62.67 49.77 ' 34.36 22.3 12.01 9.12 7.69 63.71 76.76 8.76 81.55 63.54 48.84 34.99 22.77 12.2 9.17 7.68 63.44 75.63 8.89 82.19 63.13 45.13 34.95 22.92 12.22 9.04 7.61 62.26 74,82 05 +89 Guava Avenue Northbound Lane 1 Notes: CL of Ironwood Avenue Pvt Temp: 0° F GPS: 33.78° Lat, - 118.057° Lon Limit [ NI5 E • . LABELLE • MARVIN INC PAVEMENT ENGINEERING, DESIGN, INSPECTION Be TESTING Hazelnut Avenue Location: Seal Beach Guava Avenue to Heather Street Date: 2009 -04 -07 08:35:09 Project: 36176 Hazelnut Avenue Eastbound Lane 1 00 +00 Hazelnut Avenue Eastbound Lane 1 Notes: Begin Testing Hazelnut Avenue; Hazelnut Avenue Eastbound Lane Pvt Temp: 0° F 1; CL of Guava Avenue GPS: 33.78° Lat. - 118.057° Lan Limit C NIS C 00 +19 Hazelnut Avenue Eastbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 33.78° Lat, - 118.057° Lon Limit C NIS C 01+01 (test 364) Hazelnut Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 69.9° F Avg FWD1: 79.0267 GPS: 33.7797' Lat, - 118.057° Lon Limit E NIS E Force FWD1 FW02 FWD3 FWD4 FWDS FWD° FWD7 FWD6 FWD9 FWD10 9.01 81.11 58.03 47.93 35.22 24.47 14.39 7.17 5.85 58.11 69.69 9.23 78.71 57.14 47.32 35.1 24.52 17.22 7.03 5.59 56.15 67.04 9.25 77.26 56.51 46.89 34.73 24.27 16.48 6.83 5.43 55.11 65.62 02 +00 (test 365) Hazelnut Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 71.8° F Avg FWD7: 98.55 GPS: 33.7798° Lat, - 118.056° Lon Limit C NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.76 99.42 81.31 66.42 51.67 35.98 16.84 8.44 5.4 74.73 87.31 8.94 98.57 81.26 58.56 51.88 36.48 17.46 8.97 5.75 74.48 86.3 9.01 97.66 80.24 67.56 51.24 36.28 17.54 9.29 6.03 73.39 85.31 03 +03 (test 366) Hazelnut Avenue Eastbound Lane 1 Notes: Alligator Cracks • Pvt Temp: 69.6° F Avg FWD1: 54.1267 GPS: 33.78' Lat. - 118.056' Lon • Limit C NIS E Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.72 55.19 41.44 34.53 27.17 20.53 11.44 6.76 5 42.18 49.26 9.84 53.86 40.59 34.29 26.97 20.41 11.44 6.72 4.91 41.27 48 9.86 53.33 40.22 34.24 26.81 20.36 11.42 6.74 4.96 40.87 47.49 04 +06 (test 367) Hazelnut Avenue Eastbound Lane 1 • Notes: Alligator Cracks Pvt Temp: 70.7° F Avg FWD1: 67.9167 GPS: 33.78° Lat. - 118.056° Lon Limit ❑ NIS ❑ Farce FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.13 69.78 51.22 42.94 33.37 24.69 13.14 7.79 5.8 53.76 62.77 9.45 67.67 50.18 39.82 32.91 24.46 12.8 7.41 5.38 51.83 60.16 9.47 66.3 49.53 40.79 32.62 24.27 12.78 7.41 5.39 50.73 58.84 04 +98 (test 368) Hazelnut Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 69.9' F Avg FWD1: 92.14 GPS: 33.78' Lat, - 118.055° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.4 93.77 72.01 58.75 44.61 30.39 14.26 8.8 6.67 70.04 81.96 9.52 93.43 69.81 57.53 43.12 29.77 13.93 8.62 6.58 67.69 79.09 9.62 89.22 69.53 57.62 42.91 29.41 13.69 8.46 6.46 67.35 78.27 06 +04 (test 369) Hazelnut Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 69.9° F Avg FWD1: 85.3467 GPS: 33.78° Lat, - 118.055° Lon Limit C NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.84 87.54 62.85 51.42 38.85 28.64 15.9 9.95 7.49 63.03 76.14 8.91 84.62 61.69 50.59 38.24 28.49 15.78 9.89 7.43 60.73 73.01 9.11 83.88 61.24 50.86 38.27 28.47 15.88 9.92 7.5 60.29 71.89 07 +00 (test 370) Hazelnut Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp; 70.7° F Avg FWD1: 78.7567 GPS: 33.78° Lat. - 118.055° Lon Limit r NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.15 80.83 60.71 43.1 34.83 23.51 12.3 7.26 5.57 61.35 72.98 . 8.2 78.5 59.21 48.2 34.04 23.1 12.35 7.21 5.57 59.47 70.48 8.3 76.94 58.6 46.34 33.67 22.75 12 7.05 5.48 58.43 68.94 08 +01 (test 371) Hazelnut Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 69.2° F Avg FWD1: 86.2433 GPS: 33.78' Lat, - 118.054° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD1O 8.84 88.49 64.08 53.28 41.12 30.06 15.69 8.84 6.09 65.25 77.58 8.91 85.77 62.58 52.17 39.84 29.47 15.23 8.62 6.02 63.3 75.06 9.06 84.47 62.13 51.5 39.31 28.77 14.83 8.42 5.88 62.74 73.83 09+03 (test 372) Hazelnut Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 68.5° F • Avg FWD1: 82.2567 GPS: 33.78' Lat, - 118.054° Lon Limit ❑ NIS E Force FWD1 FWD2 FWD3 FW34 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 9.28 83.66 63.62 53.46 41.62 30.6 16.58 10,33 7,8 61.87 72.71 9.4 82.02 62.54 52.72 40.78 30.05 16.28 10.06 7.56 60.4 71.21 9.4 81.09 62.03 52.35 40.49 29.88 16.27 10.13 7.61 59.82 70.26 10 +04 (test 373) Hazelnut Avenue Eastbound Lane 1 Pvt Temp: 66.7° F • Notes: Alligator Cracks Avg FWD1: 58.88 GPS: 33.78° Lat, - 118.054° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.62 59.41 43.03 35.81 28.13 21.08 11.98 7.67 5.65 43.87 52.23 9.69 58.89 42.91 35.83 28.15 21.19 ,12.07 7.65 5.67 43.62 51.57 9.77 58.34 42.53 35.49 27.83 20.96 11.99 7.67 5.65 43.15 50.91 11 +02 (test 374) Hazelnut Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 68.1° F Avg FWD1: B1.2 GPS: 33.78° Lat, - 118.053° Lon Limit ❑ NIS ❑ Force FW01 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWOIO 8.54 81.94 56.82 45.16 32.75 22.9 12.72 7.54 6.17 60.35 73.33 8.69 81.08 56.33 43.87 32.41 22.46 11.3 7.13 5.72 59.62 71.81 8.81 80.58 56.03 43.68 32.19 22.41 11.34 7.2 5.76 58.99 70.86 12 +03 (test 375) Hazelnut Avenue Eastbound Lane 1 Notes: Alligator Cracks Pvt Temp: 68.8° F Avg FW01: 96.1 GPS: 33.78° Lat, - 118.053° Lon Limit ❑ NIS E Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD1O 8.06 101.25 73.42 56.66 34.08 26.03 13.69 8.83 6.59 82.69 96.72 8.2 93.41 75.7 56.71 41.57 26.46 13.91 6.85 6.67 80.98 94.58 8.4 93.64 78.01 59.67 42.74 26.93 14.28 9.07 6.78 80.69 94.29 13 +00 Hazelnut Avenue Eastbound Lane 1 Notes: CL of Heather Street Pvt Temp: 0° F GPS: 33.78' Lat. - 118.053° Lon Limit ❑ NIS E Hazelnut Avenue Westbound Lane 1 00 +00 Hazelnut Avenue Westbound Lane 1 Notes: Hazelnut Avenue Westbound Lane 1; CL of Heather Street Pvt Temp: 0° F GPS: 33.78' Lat. - 118.053' Lon Limit ❑ NIS E 00 +18 Hazelnut Avenue Westbound Lane 1 Notes: Curb and Gutter Pvt Temp: 0' F GPS: 33.78' Lat, - 118.053' Lon Limit ❑ NIS ❑ 00 +63 (test 376) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 69.2' F Avg FWD1: 97.85 GPS: 33.78' Lat, - 118.053° Lon Limit ❑ NIS 0 Force FWDI FW02 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.59 101.73 70.43 56.4 42.2 30.26 17.55 10.71 7.46 78.63 91.76 8.76 99.31 70.48 56.86 42.75 30.73 18.23 11.4 7.93 78.46 90.25 8.76 92.51 71.44 57.28 43.11 31.38 18.78 11.92 8.32 77.87 75.53 01+57 (test 377) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 70.3' F Avg FWD1: 89.1933 GPS: 33.7801° Lat, - 118053' Lon Limit 0 NIS ❑ Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.94 89.85 68.24 57.11 44.22 32.53 19.67 12.78 9.86 69.16 81.51 8.94 88.86 67.69 57.02 43.91 32.51 18.92 12.67 9.88 68.39 80.16 9.01 88.87 67.6 57.05 44 32.54 19.02 12.85 10.01 67.99 79.55 02 +50 (test 378) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 68.8° F Avg FWD1: 59.1367 GPS: 33.7801° Lat. - 118.054' Lon Limit ❑ NIS ❑ Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD1 0 9.45 60.08 45.12 37.71 28.7 20.48 10.31 6.41 4.86 45.61 53.25 9.52 59.12 44.51 37.4 28.54 20.47 10.37 6.42 4.86 44.97 52.33 10.03 58.21 43.97 37.04 28.24 20.38 10.27 6.35 4.84 44.33 51.49 03 +50 (test 379) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 68.5° F Avg FWD1: 61.9833 GPS: 33.780P Lat, - 118.054° Lon Limit 0 NIS 0 Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FW09 . FWD/0 9.55 63.21 48.63 40.77 31.44 23.35 13.31 7.84 5.73 48.96 56.71 9.5 61.66 47.46 39.98 30.97 23.02 12.7 7.78 5.59 48 55.25 9.57 61.08 47.14 39.59 30.65 22.88 12.65 7.7 5.52 47.31 54.54 04 +44 (test 380) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 68.8° F Avg FWD1: 72.73 GPS: 33.7801° Lat, - 118.054° Lon Limit ❑ NIS 0 Force FWDI FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FW010 9.28 73.71 56.1 47.64 36.56 27.69 16.57 11 9.24 57.31 66.08 9.33 72.6 56.01 47.19 36.82 27.68 16.68 11.7 9.37 56.79 64.99 9.28 71.88 55.64 46.96 36.7 27.71 16.75 11.71 9,36 56,29 64.38 05 +52 (test 381) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 71° F Avg FWD1: 82.8767 GPS: 33.7801° Lat, - 118.055° Lon Limit 0 NIS 0 Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.47 84.88 61.38 50.22 37.12 26.06 12.97 7.88 5.94 58.97 71.1 9.5 82.43 59.95 49.21 36.37 25.73 12.85 7.69 5.78 57.11 68.57 9.62 81.32 59.14 48.85 36.1 25.44 12.52 7.42 5.56 56.32 67.46 06 +50 (test 382) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 71° F Avg FW01: 71.8667 GPS: 33.780P Lat. - 118.055° Lon Limit ❑ NIS 0 Force FWDI FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.08 74.47 52.32 42.54 32.04 23.19 12.86 7,85 5.93 54.79 65.51 9.2 71,55 50.81 41.48 31.28 22.73 12.69 7.42 5.48 52.11 62.24 9.33 69.58 49.71 40.72 30.96 22.54 12.21 7.4 5.39 50.89 60.37 07 +50 (test 383) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 70.7' F Avg FWD1: 76.7567 GPS: 33.7801° Lat, - 118.055° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWD8 FWD9 FWD10 8.74 78.2 58.03 48.44 36.28 26.21 14.02 8.61 6.8 59.39 69.93 8.91 76.34 57.08 47.35 35.78 25.91 13.78 8.46 6.47 57.86 67.57 9.08 75.73 56.27 47.09 35.25 25.69 13.55 8.14 6.25 57.02 66.71 08 +53 (test 384) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 71.4' F Avg FWD1: 74.85 GPS: 33.7801' Lat. - 115.056° Lon Limit ❑ NIS C Force FWD1 FWD2 FW03 FWD4 FW05 FWD6 FWD7 FWD8 FWD9 FWD10 9.4 75.25 66.72 53.95 40.89 30.29 15.61 9.26 6.73 54.79 68.48 9.59 73.99 65.23 52.92 40.42 30.08 15.37 8.9 6.51 53.41 65.9 9.69 75.31 63.96 52.57 40.05 29.81 15.12 8.67 6.35 52.7 64.93 09 +48 (test 385) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 71.6° F Avg FWD1: 63.1233 GPS: 33.78° Lat, - 118.056° Lon Limit ❑ NIS 0 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.52 64.62 48.94 41.22 32.25 24.35 14.08 9.06 6.91 49.02 56.19 9.5 62.9 47.87 40.45 31.74 24.08 13.79 8.82 6.72 47.49 54.79 9.62 61.85 46.9 39.97 31.08 23.66 13.43 8.62 6.55 46.77 53.7 10 +52 (test 386) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 71.8° F Avg FWD1: 54.88 GPS: 33.7799° Let. - 118.056° Lon Limit 0 NIS 0 Force FWD1 FWD2 FWD3 FW04 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.69 55.89 40.54 33.83 26.18 19.88 11.17 6.84 5.19 40.11 47.68 9.86 55.09 40.39 33.79 26.19 19.92 11.3 7 5.22 39.76 47.03 9.64 53.66 39.54 33,21 25.75 19.66 11.17 6.89 5.19 38.77 45.65 1 +52 (test 387) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 72.1° F Avg FW01: 95.2933 GPS: 33.7798° Lat, - 118.056° Lon Limit C NIS 0 Force FW01 FWD2 FWD3 FWD4 FWDS FWD& FWD7 FWD8 FWD9 FWD10 9.11 97.62 79.58 64.65 49.6 32.73 16.78 10.95 8.35 69.8 82.57 9.28 98.29 77.78 64.66 49.58 31.4 16.85 11.12 8.51 68.05 80.11 9.35 89.97 77.41 ' 59.57 47.82 31.38 16.59 11.07 8.57 67.48 79.32 12 +52 (test 388) Hazelnut Avenue Westbound Lane 1 Notes: Alligator Cracks Pvt Temp: 73.2 °. F Avg FWD1: 79.51 GPS: 33.7796° Lat, - 118.057° Lon Llmit ❑ NIS 0 Force FWD7 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FW08 FWD9 FWD10 8.62 81.26 61.25 45'03 36.59 24.8 11.97 7.25 5.99 60.75 71.54 8.94 79.94 60.52 45.35 36.34 24.79 11.77 ' 6.99 5.69 59.04 70.34 9.01 77.33 59.03 44.19 35.69 24.4 11.62 6.93 5.63 57.39 68.13 13 +09 Hazelnut Avenue westbound Lane 1 Notes: CL of Guava Avenue Pvt Temp: 0° F GPS: 33.7796° Lat. - 118.057° Lon Limit ❑ NIS Appendix E R -VALUE DETERMINATION LM LaBelle Marvin PAVEMENT ANALYSIS, DESIGN, TESTING, & INSPECTION SERVICES R - VALUE DATA SHEET RBF & Associates Candleberry Ave. PROJECT NUMBER 36176 BORING NUMBER: Subgrade 4 -58 SAMPLE DESCRIPTION: Brown Clay Item SPECIMEN a b c Mold Number 12 Water added, grams 200 Initial Test Water, % 28.9 Compact Gage Pressure,psi 30 Exudation Pressure, psi 298 Height Sample, Inches 2.35 Gross Weight Mold, grams 2890 Tare Weight Mold, grams 1963 _ Sample Wet Weight, grams 927 Expansion, Inches x 10exp -4 1 Stability 2,000 Ibs (160psi) 71 / 153 Turns Displacement 3.44 R -Value Uncorrected 3 R -Value Corrected 3 _ Dry Density, pcf 92.7 DESIGN CALCULATION DATA Traffic Index Given: 5.0 G.E. by Stability 1.24 G. E. by Expansion 0.03 5 or less Examined & Checked: 4 /22/ 09 Equilibrium R -Value by EXUDATION �a " ss'+„ Gf = 1.25 r`" 0 —S" `.zIY„ 3 z REMARKS: Sample Exuded I �� � ' ' '3' "0 .� @ 298 psi. i ve ` € °T cruF • The data above is based upon processing and testing samples as received from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of California, Materials & Research Test Method No. 301. Lunde • Marvin R - VALUE DATA SHEET RBF & Associates Hazlenut Avenue PROJECT NUMBER 36176 BORING NUMBER: Subrade 4 -66 SAMPLE DESCRIPTION: Brown Sandy Clay Item SPECIMEN a b c Mold Number 4 5 6 Water added, grams 74 43 32 Initial Test Water, % 18.6 15.7 14.7 Compact Gage Pressure,psi 55 105 185 Exudation Pressure, psi 235 414 654 Height Sample, Inches 2.53 2.56 2.51 Gross Weight Mold, grams 3024 3004 3036 Tare Weight Mold, grams 1977 1975 1976 Sample Wet Weight, grams 1047 1029 1060 Expansion, Inches x 10exp -4 14 46 59 Stability 2,000 Ibs (160psi) 35 / 76 25 / 53 23 / 46 Turns Displacement 5.54 5.28 4.60 R -Value Uncorrected 33 49 57 R -Value Corrected 33 50 57 Dry Density, pcf 105.7 105.3 111.6 DESIGN CALCULATION DATA Traffic Index Given: 5.0 5.0 5.0 G.E. by Stability 0.86 0.64 0.55 G. E. by Expansion 0.47 1.53 1.97 40 Examined & Checked: 4 /22/ 09 Equilibrium R -Value by EXPANSION ^ %i= ,,,,7, Ely ` 414 . , 'y .L Gf = 1.25 ,N -`. •,, 0.0% Retained on the _ ., � d c �` • REMARKS: 3/4" Sieve. 03 \ .,, ` o'� * - evens" '" 4. 0 '30659 ' F CALI O . The data above is based upon processing and testing samples as received from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of California, Materials & Research Test Method No. 301. talkie • Marvin R -VALUE GRAPHICAL PRESENTATION PROJECT NO. 3o( - 70 . 400 un ®mmumn m® _ __ '33? a ..Assoc • m 350 i��gg�� gg 7t� BORING N i59Gg 0. ).6,4 40(o l ,�ae. ---1 L' 300 �� __ A DATE -22 -09 L 200 TRAFFIC INDEX Co. , S. 100 =EMI Cr:E ®® - ' : R -VALUE BY EXUDATION d I v , I ' ii iif� Iip� ; • ! i _ I::: : R -VALUE BY EXPANSION 0 ° 14.0 LL• a I8,0 % MOISTURE AT FABRICATION 800 700 600 500 400 300 100 M S � ::r:. Ellr .-il 100 _ - -_ ;t' - _ ---.. R ___ — ems._ ME � - Ea" 90 R"`_.. -•.M__ ___ _ -_ ___IN i � 80 Pt: unigfiggIAMESEEMS.5 Ea" Iii 'ENERIMEMMELEM 4 ' ° a rg @_�Ma_S�g cd -5ilaE 60 0 _ r� w E IPMENE ®B ft ME C�. S0 �M Ma �m® _ iEcogi__ _y i � 5- a a n 'g y mi u, Na®smi -mm 2.0 I—I H x� cs� G> t � . { 30 g -- m.4. @N VE }MBE @E# E`( !M n, 1 . 0 g rag maig ' imon I.f :ai. 10 ME REEL l F _.E 0 mill c : L . pt I['; CI ^ 1 4 Glll 0 1.0 2.0 3.0 4.0 l,q.•p 1b. tee COVER THICKNESS BY EXPANSION, FT. X MOISTURE NI pi M R -VALUE vs. EXUD. PRES T by EXUDATION N N N 0 4 is EXUD. T vs. EXPAN. T A A A T by EXPANSION REMARKS 1 LaBelle • Marvin PROFESSIONAL PAVEMENT ENGINEERING R-VALUE DATA SHEET RBF & Associates Fir Avenue PROJECT NUMBER 36176 BORING NUMBER: Subrade 4 -68 SAMPLE DESCRIPTION: Brown Clayey Sand Item SPECIMEN a b c Mold Number 7 8 9 Water added, grams 80 50 40 Initial Test Water, % 18.6 15.8 14.9 Compact Gage Pressure,psi 70 130 150 Exudation Pressure, psi 217 317 689 Height Sample, Inches 2.55 2.52 2.47 Gross Weight Mold, grams 3049 3014 2836 Tare Weight Mold, grams 1968 1964 1789 Sample Wet Weight, grams 1081 1050 1047 Expansion, Inches x 10exp -4 1 39 49 Stability 2,000 Ibs (160psi) 31 / 69 26 / 55 25 / 53 Turns Displacement 5.43 5.25 4.08 R -Value Uncorrected 38 48 55 R -Value Corrected 38 48 55 Dry Density, pcf 108.3 109.0 111.8 DESIGN CALCULATION DATA Traffic Index Given: 5.0 5.0 5.0 G.E. by Stability 0.79 0.67 0.58 G. E. by Expansion 0.03 1.30 1.63 40 Examined & Checked: 4 /22/ 09 Equilibrium R -Value by z . EXPANSION orEssi fi r= ✓N \ 4 ; Gf = 1.25 1,.:::1? y` ire- i 0.0% Retained on the i 5:1 :�,P 3169 )u • i REMARKS: 3/4" Sieve. *. • 1 * S __'. 'a • tO : ;CE 30: O FCi+U` 0 _ - The data above is based upon processing and testing samples as received from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of California, Materials & Research Test Method No. 301. LaBelle • Marvin R -VALUE GRAPHICAL PRESENTATION PROJECT NO. 2 (n . ® 400 H3�®EI®�MERIS® _.;_:_ tt31-'� m 3 5 0 H3 1!> :::. BORING NO. ce.b,.4-69) 't r .1 ran „ 300 PHINIMMENEMEM- w DATE 4 - 22 -0 l p 200 -r:_: vl ®� iii is i` - is a c. -: / � � gg,��pj � :::I::: TRAFFIC INDEX ®�dh7ililiilBmr —_ _ -. r y t �i�e., S, O i op .: R -VALUE BY EXUDATION 4C1) ¢ 0 `' ii ifi iiii I iii R -VALUE BY EXPANSION O ° IS•O 1 ?.O i4.0 % MOISTURE AT FABRICATION 800 700 600 500 400 300 200 100 a M ER I"I` — 100 - - -- _.. rter • 4 BO :_u g gLge :1241 ®�� ° tr -__ MMI. 4.0 rt 50 'a gra.16.1.1gEMW2M1111illiVal '41 1:ZEILWMEIZAMMMEIIM rn 2 P�� �VEv�__3r � C.6 _u:n'. && ,,,� ��Ess.�Na� 40 w X ®®3a �1 _ ® 1 ' -i �5�� r �s3'= m E�� 2.0 ri s:_:aM '-:r a F.4gEnr- n ° " li 1 c —_...a � -, 20 1� r ® ® _ ®98i� 3 3 EFANCIEMINE'EIRE' 'i"et ac NAME iii`- 1.0 teltiffigaiTMNEIERMEINIESI =F NN��� i eel x` 'A�a a 10 � a ® ®� {'. E'EN_ `f. a.' r i i I i ii 1.0 2.0 3.0 4.0 IS.o 0.O IR.° COVER THICKNESS BY EXPANSION, FT. X MOISTURE • R I* R -VALUE vs. EXUD. PRES. K „ T by EXUDATION >t 0 4 0 EXUD. T vs. EXPAN. T a T by EXPANSION REMARKS LaBelle • Marvin in PROFESSIONAL PAVEMENT ENGINEERING Appendix F DEFLECTION TESTING STRUCTURAL ANALYSIS OVERVIEW Jy LaBelle Marvin PAVEMENT ANALYSIS, DESIGN, TESTING, & INSPECTION SERVICES LM LaBelle Marvin PAYI/_iTM YEIE DESIC4 rESi o.5 N5M110■SEEVSF5 Deflection Testing Structural Analysis Overview Deflection Testing, CA Test Method 356, is a structural analysis of measured deflection values obtained during field testing operations, utilizing our non - destructive JILS Falling Weight Deflectometer equipment. Data accumulated on the deflection values, thickness of AC pavement with aggregate base, subjected to various traffic loadings along with the tolerable deflection criteria, provides the basis of needed overlay and/or structural reinforcement. The Falling Weight Deflectometer, F.W.D., provides a tabulation of all test data, distance measurements DMI, field observations, in -situ pavement temperatures, global position GPS data, and permanent landmarks such as cross streets, patches, utility trenches, etc. taken in the field. The Individual deflection test data, provided with this report, was reviewed and grouped according to data trends and engineering judgment. Ali Y 9 10 6 6 7 8 Sensors: FWD 1, FWD 2, FWD 3, FWD 4, FWD 5, FWD 6, FWD 7, FWD 8, FWD 9, FWD 10. These are the 10 separate deflection readings in 10" inches. FWD 1 represents the deflection directly beneath the load input. Force: Standard Dynamic Loading measured. GPR: Ground Penetrating Radar of in -situ pavement thicknesses. (optional) GPS: The North American Datum (NAD 83). NIS: Not included in sums. Limits The station limits represent areas of like deflection determined during the engineering review of deflection data and field conditions. Limits are represented by local stationing gathered in the field per street, and is taken in each direction and lane. FWDaorn The 80 percentile deflection value representing the strength under loading of the section/group being evaluated, reported in inches times 10 TDsom The 80` percentile deflection value converted to an equivalent Traveling Deflectometer unit, reported in inches times 10 T The represented thickness (T) of existing pavement structure. This value is taken from our pavement coring data obtained in the field. T.I. The Traffic Index (TI) used for the evaluation of the specific test loading. The traffic index represents the anticipated accumulation of equivalent axle loads with design period. TDallow The maximum permissible deflection value where no reinforcement is necessary based upon asphalt concrete thickness and traffic index by Caltrans Test Method 356. %Red. The percent reduction in measured deflection to match tolerable or allowable deflection levels, based upon Traveling Deflectometer conversions. GE The equivalent thickness, in feet, of rock base required to effect the specified deflection reduction. AC The equivalent thickness, in feet, of asphalt concrete thickness required to effect the specified deflection reduction. NSL LaBelle Marvin, Inc.'s calculated Nominal Service Life of the existing pavement.