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HomeMy WebLinkAbout6001-11OL; 2011 PAVEMENT OVERLAY; ASPHALT CONCRETE IN PLACE DENSITY TESTS & FULL CONFORMANCE TESTING; 2012-01-13(€001 •11.1 SOUTHERN CALIFORNIA LSJ SOIL &TESTING,INC. A California Certified Small Business Enterprise (SBE) San Diego 6280 Riverdale Street 619.280.4321 San Diego, CA 92120 Indio 83-740 Citrus Avenue 760.775.5983 Suite G Indio, CA 92201-3438 Riverside 1130 Palmyrita Avenue 951.965.8711 Suite 330-A Riverside, CA 92507 Toll Free 877.215.4321 www.scst.com SUMMARY OF ASPHALT CONCRETE IN-PLACE DENSITY TESTS AND FULL CONFORMANCE TESTING 2011 PAVEMENT OVERLAY PROJECT PROJECT NO. 6001-110L CARLSBAD, CALIFORNIA PREPARED FOR: MR. TIM FENNESSEY CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CALIFORNIA 92008 RECEIVED CITY OF CARLSBAD AU6 10 2012 TRANSPORTATION DEPARTMENT CM&I DIVISION PREPARED BY: SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET SAN DIEGO, CALIFORNIA 92120 B Providing Professional Engineering Services Since 1959 TABLE OF CONTENTS SECTION PAGE SCOPE OF WORK................................................................................................................1 1.1. ASPHALT CONCRETE ..................................................................................................I FIELD OBSERVATIONS AND LABORATORY TESTS.........................................................2 LIMITATIONS ..........................................................................................................................2 ATTACHMENTS FIGURES Figures 1-2 Field Density and Laboratory Compaction Test Results APPENDICES Appendix I - Laboratory Test Results I I SOUTHERN CALIFORNIA SOIL &TESTING, INC. A California Certified Small Business Enterprise (SBE) I I I January 13, 2012 Mr. Tim Fennessey I City of Carlsbad 5950 El Camino Real Carlsbad, California 92008 San Diego 6280 Riverdale Street 619.280.4321 San Diego, CA 92120 Indio 83-740 Citrus Avenue 760.775.6983 Suite G Indio, CA 92201.3438 Riverside 1130 Palmyrita Avenue 951.965.8711 Suite 330-A Riverside, CA 92607 Toll Free 877.215.4321 www.scst.com SCS&T No. 1111213 Report No. 1. Subject: SUMMARY OF ASPHALT CONCRETE IN-PLACE DENSITY TESTS AND CONFORMANCE TESTING 2011 PAVEMENT OVERLAY PROJECT CARLSBAD, CALIFORNIA PROJECT NO. 6001-II0L Dear Mr. Fennessey: In accordance with your request, this report has been prepared to summarize the results of the in- place density tests and laboratory testing performed for the subject project. Southern California Soil and Testing, Inc. (SCS&T) performed the tests between December 19, 2011 and January 9, 2012. 1. SCOPE OF WORK The scope of work perfdrmed by our firm and addressed in this report includes: In-place density testing of the rubberized asphalt concrete overlay; Full conformance laboratory testing. 1.1. ASPHALT CONCRETE A 2-inch lift of rubberized asphalt concrete was placed over the existing pavement. ATP of Chula Vista, California performed the work. Field observations and density tests were performed by a representative of SCS&T during the placement asphalt concrete. This material was tested to a minimum of at least 95% of the maximum wet density, according to ASTM D2950 (nuclear gauge) procedures. The test results are noted on Figures 1 and 2. - I I H I I I I City of Carlsbad January 13, 2012 2011 Pavement Overlay Project - SCS&T No. 1111213-01 Carlsbad, California Page 2 2. FIELD OBSERVATIONS AND LABORATORY TESTS As used herein, the term "observation" implies only that we observed the progress of work we were involved with, and we also performed field density tests, which in conjunction with our observations, were the base for our opinion as to whether the work was performed in substantial conformance with the geotechnical recommendations and therequirements of the applicable agencies. Maximum wet density determinations were performed on 1,6-inch Type I, C2, PG 64-28 TR asphalt concrete materials according to ASTM D1561 (Hveem/Bulk Specific Gravity), ASTM D5444 (Sieve Analysis on Extracted Aggregate), CalTest 382 (Asphalt Content of Bituminous Mixtures by the Ignition Method), CalTest 366 (Stabilometer Value), CalTest 308 (Specific Gravity and Density of Hot Mix Asphalt), and CalTest 309 (Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures). The asphalt concrete materials were supplied by California Commercial Asphalt, LLC (Carroll Canyon Plant). The laboratory test results are presented in the attachments to this report. 3. LIMITATIONS This report covers only the services performed between December 19, 2011 and January 9, 2012. Our opinions are based on our observations and the relative compaction test results and are limited by the scope of the work that we agreed to perform. Our work was performed in accordance with the currently accepted standard of practice and in such a manner as to provide a reasonable measure of the compliance of the backfill operations with the project requirements. No warranty, express or implied, is made or intended with respect to the work that we have performed, and neither the performance of this work nor the submittal of this report should be construed as relieving the contractor of its responsibility to conform with the project requirements. I I I I I I H F-J] I 1 7- I I City of Carlsbad January 13, 2012 2011 Pavement Overlay Project SCS&TNo. 1111213-01 Carlsbad, California Page 3 Our work was generally performed on an "on-call" basis. Therefore, the in-place density tests performed by our field representative can only be construed as representative of the areas tested as shown on the attached figures. If you should have any questions regarding this report, please do not hesitate to contact us at (619) 280-4321. Respectfully Submitted, SOUTHERN CALIFORNIA SOIL AND TESTING, INC. '°'13. w EXP. 09-30-12 Stephen ar Garrett B Fountain GE 275 OF CP,.0f 0 Soils Field Supervisor Principal Geotechnical Engineer GBF:SW:sw:aw (2) Addressee (1) Addressee via e-mail at tim.fennessy@carisbadca.gov JOB NAME: City of Carlsbad -2011 Pavement Overlay JOB NUMBER: 1111213-1 I ASPHALTIC CONCRETE IN-PLACE DENSITY TESTS (ASTM D2950) I IN-PLACE * MAXIMUM TEST ASPHALT UNIT WEIGHT UNIT WEIGHT REL.COMP. NO. DATE LOCATION COURSE (P-C.f.) SAMPLE (percent) Levante Street Overlay 12/20/11 Levante St., NB, Cumbre C U Cima Ct Overlay 136.5 AC1 96.5 I i 2 12/20/11 Levante St., NB, Ladera Ct./ Escencio Terrace Overlay 135.7 AC1 95.9 3 12/20/11 Levante St., NB, Reposado Dr./ TorreJon P1 Overlay 137.2 AC1 97.0 4 12/20/11 Levante St., EB, Oniedo P1 Overlay 134.9 AC1 95.3 I 5 12/20/11 Levante St., EB, Nueva Castilla Wy Overlay 137.4 AC1 97.1 6 12/20/11 Levante St., EB, MadrilenaWy Overlay 136.8 AC2 96.6 7 12/20/11 Levante St., EB, Segonia Way Overlay 135.2 AC2 95.5 I 8 12/20/11 Levante St., EB, Galleon Wy Overlay 136.9 AC2 96.7 9 12/20/11 Levante St., EB, Romeria St Overlay 137.7 AC2 97.2 10 12/20/11 Levante St., WB, La Costa Ave Overlay 138.0 AC3 95.7 I ii 12/20/11 Levante St., WB, Morada St Overlay 140.2 AC3 97.2 12 12/20/11 Levante St., WB, La Gran Via Overlay 139.9 AC3 97.0 13 12/20/11 Levante St., WB, Primavera Wy Overlay 138.4 AC4 96.8 14 12/20/11 Levante St., WB, Galicia Wy Overlay 138.8 AC4 97.1 I 15 12/20/11 Levante St., WB, Sacada Wy Overlay 136.4 AC4 95.4 16 12/20/11 Levante St., WB, Burgos Wy Overlay 139.0 ACS 96.8 I 17 18 12/20/11 12/20/11 Levante St., WB, Escencio Terrace Levante St., WB, Cumbre Ct Overlay Overlay 139.5 141.2 ACS AC5 97.1 98.3 19 12/21/11 Levante St., EB, Morada St. Overlay 140.4 AC6 98.1 20 12/21/11 Levante St., NB, Centella St Overlay 137.9 AC6 96.4 21 12/21/11 Levante St., NB, Romeria St. Overlay 138.2 AC6 96.6 22 12/21/11 Levante St., NB, towards El Camino Real Overlay 137.1 AC7 95.5 23 12/21/11 Levante St., NB, towards El Camino Real Overlay 137.8 AC7 96.0 24 12/21/11 Levante St., NB, towards El Camino Real Overlay 140.6 AC7 98.0 Camino De Los Coches Overlay 25 12/22/11 Camino De Los Coches, SB, LOS Driveway Overlay 137.2 AC8 96.2 I 26 12/22/11 Camino De Los Coches, SB, Stagecoach Overlay 135.7 AC8 95.2 27 12/22/11 Camino De Los Coches, SB, Park Driveway Overlay 139.8 AC8 98.0 I 28 29 12/22/11 12/22/11 Camino De Los Coches, NB, Calle Acervo Camino De Los Coches, NB, Via Calendo Overlay Overlay 140.3 136.7 AC9 AC9 99.2 96.6 30 12/22/11 Camino De Los Coches, NB, Terra Disoma Overlay 137.8 AC10 95.8 31 12/22/11 Camino De Los Coches, NB, Via Calendo Overlay 139.5 AC10 96.9 I 32 12/22/11 Camino De Los Coches, NB, La Costa Ave Overlay 140.9 AC10 97.9 33 12/22/11 Camino De Los Coches, Middle SB, Stagecoach Overlay 141.3 AC11 99.1 34 12/22/11 Camino De Los Coches, Middle SB, Calle Acerdo Overlay 140.6 AC1 1 98.6 36 12/22/11 Camino De Los Coches,Middle SB, Ranch Sfe Rd Overlay 139.4 AC12 97.9 I 37 12/22/11 Camino De Los Coches, Middle NB, Calle Acerdo Overlay 136.8 AC12 96.1 38 12/22/11 Camino De Los Coches, Middle NB, Terra Disoma Overlay 139.1 AC13 97.9 I 3912/22/11 Camino De Los Coches,Middle NB, La Costa Ave Overlay 137.9 AC13 97.0 Calle Timiteo Overlay 40 12/23/11 Calle Timiteo, NB, Camino Cabrillo Overlay 139.4 AC14 97.2 I 41 12/23/11 Calle Timiteo, NB, Caminito Encanto Overlay 139.8 AC14 97.5 42 12/23/11 Calle Timiteo, NB, La Costa Ave. Overlay 142.0 AC14 99.0 43 12/23/11 Calle Timiteo, SB, Camino Cabrillo Overlay 141.3 AC14 98.5 I 44 12/23/11 Calle Timiteo, SB, Calle Caracas Overlay 138.2 AC15 96.6 45 12/23/11 Calle Timiteo, Middle, Camino Pitado Overlay 137.6 AC15 96.2 46 12/23/11 Calle Timiteo, Middle, Caminito Malaga Overlay 140.7 AC15 98.4 I FIGURE 1 JOB NAME: City of Carlsbad -2011 Pavement Overlay JOB NUMBER: 1111213-1 ASPHALTIC CONCRETE IN-PLACE DENSITY TESTS (ASTM D2950) IN-PLACE MAXIMUM TEST ASPHALT UNIT WEIGHT UNIT WEIGHT REL.COMP. NO. DATE LOCATION COURSE (p.c.f.) SAMPLE (percent) El Camino Real NB Overlay I I 47 1/9/12 El Camino Real NB I 48 1/9/12 El Camino Real NB 49 1/9/12 El Camino Real NB 50 1/9/12 El Camino Real NB 51 I 1/9/12 El Camino Real NB 52 1/9/12 El Camino Real NB Overlay 142.1 AC16 98.2 Overlay 141.1 AC16 97.5 Overlay 140.2 AC16 96.9 Overlay 142.2 AC17 98.8 Overlay 140.6 AC17 97.6 Overlay 141.9 AC17 98.5 I I I LABORATORY MAXIMUM UNIT WEIGHT Date Sample Hveem Sampled Number Asphalt Description Bulk Specific Gravity * 12/19/11 AC1 1/2" Type I -C2 PG64-28TR (Carlsbad Spec. No. 1) 141.5 12/19/11 AC2 1/2" Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 141.6 12/20/11 AC3 1/2" Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 144.2 12/20/11 AC4 1/2" Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 143.0 12/20/11 ACS 1/2' Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 143.6 12/21/11 AC6 1/2" Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 143.1 12/21/11 AC7 1/2" Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 143.5 12/22/11 AC8 1/2" Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 142.6 12/22/11 AC9 1/2" Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 141.5 12/22/11 ACIO 1/2" Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 143.9 12/22/11 AC11 1/2' Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 142.6 12/22/11 AC12 1/2' Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 142.4 12/23/11 AC13 1/2' Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 142.1 12/23/11 AC14 1/2" Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 143.4 12/23/11 AC15 1/2" Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 143.0 1/9/12 AC16 1/2" Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 144.7 1/9/12 AC17 1/2" Type I - C2 PG64-28TR (Carlsbad Spec. No. 1) 144.0 FIGURE 2 APPENDIX I Flushing Briquette B C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight: 2001.9 tlask&Water Weight 7394.3 Flask, Water & Sample: 8560.2 Specific Gravity: 2.395 5 SOIL S YCSTINC. .'C. CS SOUTHERN CALIFORNIA SOIL AND TESTING, I ST NC. 1280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA 92160(619) 280-4321 Job Name City of Cirlsbad . 2011 Pavement Overlay Job Number 1111213P Project No. 6001-110L Sample 9 AC#1 - Levante Street Overlay Tested By DRB Location: TorreJon Pl. (Lavante St. NB Sample Height Reading 1 2.59 2.57 Reading 2_2.59 Reading3 2.59 _2.58 _2.58 2.58 _57 _2. 2.57 Average Height 2.59 2.58 2.57 CT 308-Method C, Density of Compacted Mix A Weight in Air Weight in Water Bulk Sp. Gr. 1198.9 1216.7 1196.6 SSD 1206.6 1226.8 1206 681.6 690.7 678.2 2.284 2.270 2.267 Density 142.1 141.3 141.1 CT 366, S-Value Determination I (A) (B) (C) 1000 10 1000 8 1000 8 2000 12 2000 11 2000 12 3000 15 3000 13 - 3000 14 4000 20 4000 16 4000 18 5000 27 5000 22 5000 23 6000 35 6000 29 - 6000 30 4.10 4.10 3.80 Turn Displacement S- Value 48 49 I 2.59 2.58 2.57 Height ___________ Adjusted S-Value I 48 I Specification per Greeoboo. Testing Sumtnaiij HVeem HVeem Bulk Rice Gravity S-ValueAve DensitrA'e SnC.rAve Dornits, Ri,Sr,oriuir(rooh, AirVnid, (-)it Content 47 141.5 2.273 149.1 2.395 5.1 6.22 35 minimum - - . - 3-6 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Aggregate Sieve Size 3/4" 1/2' 3/8 4 . /8 916 930 #50 /100 #200 Percent Passing 100 95 82 49 32 25 18 12 7 5.0 Specification per Grernboo/, 100 95.100 72-88 46-60 2842 - 15-27 10-20 . 2-7 5 SOIL ft TESTING, INC. . ~..SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 1280 RIVEROALE STREET, P.O. BOX 600627, SAN DIEGO, CA 92160 (619) 280-4321 Job Name City of Carlsbad - 2011 Pavement Overlay Job Number 1111.213P Project No. 6001-1I0L Sample # AC #2 - Levante Street Overlay Tested By . ORB Location: La Gran Via / LevanteSt.EB Sample Height CT 308-Method C, Density of Compacted Mix A B C 2.58 2.58 2.58 2.58 Reading 1 2.58 _2.58 Reading2 2.58 _2.58 Reading 3 2.58 _2.58 Average Height 2.58 2.58 Weight in Air SSD Weight in Water Bulk Sp. Gr Densil) 1197.3 1196.3 1216 1206 1204.2 1224.7 679.2 679.6 689.2 2.273 2.280 2.271 141.5 141.9 141.3 CT 366, S-Value Determination (A) (B) 1000 9 1000 9 2000 12 2000 12 3000 15 3000 15 4000 19 4000 19 5000 24 5000 24 6000 32 6000 31 TurnDisplacement I_I I_3.85 S- Value I_I I_I Height- 2.58 2.58 Adjusted S-Value I F 47I (C) 1000 8 2000 11 3000 14 4000 17 5000 22 6000 30 4.10 2.58 48 Flushing Briquette A B C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight: 2002.4 Flask&Water Weight 7394.3 Flask, Water & Sample: 8562.5 Specific Gravity: 2.400 Testing S:tmnmnary HVeem HVeem Bulk Rice Gravity S-Value Ave Density Ave Sn (r Ave T),'nsih, Rim S1-içi1- (rswih, Air VnidC (lit Cnntent Specification per Grecnboo) 47 141.6 2.275 149.4 2.400 5.2 6.13 35 minimum - - - - 3-6 1 5.90-6.40 ASTM D544.4 Sieve Analysis of Ext*zcted Aggregate Sieve Size 314" 1/2" 3/8" #4 #8 916 /30 950 9100 #200 Percent Passing 100 95 78 46 32 25 - 18 11 7 4.5 Specification per Greenbook 100 95-100 72-88 46-60 28-42 - 15-27 10-20 - 2-7 2 SOIL & TESTING. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. RIVERDALE STREET, P. 0. BOX 6013627, SAN DIEGO, CA 92160 (619) 280-4321 o Job Name City of Carlsbad -2011 Pavement Overlay job Number 1111213P Project No. 6001-UOL Sample # Ac #3- Levante Street Overlay Tested By - ORB Location: Romeria St. / Levante SL WB CT 308-Method C, Density of Compacted Mix A Weight in Air SSD Weight in Water 1201.9 1202.6 1 1203.4 1204 1204.9 1206.8 685.7 686.7 685.9 Bulk Sp. Gr. Sample Height Reading 1 2.54 2.53 2.55 Reading2 2.54 2.53 2.55 Reading 3 2.54 253 2.55 Average Height 2.54 2.53 2.55 2.319 2.321 2.310 Density 144.3 144.5 143.8 CT 366, S-Value Determination, I (A) (B) .(C) 1000 10 1000 10 - 1000 0 2000 13 2000 14 2000 13 3000 18 3000 18 3000 16 4000 23 4000 23 4000 21 .5000 30 5000 30 5000 27 6000 38 - 6000 38 6000 36 TurnDisplacement 3.70 3.70 S- Value I_3 I I_42 -I 2.54 2.53 2.55 Hight ____________ Adjusted S-Value I 43. I 42 45 Flushing Briquette A B C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight: 2001 Flask&Water Weight 7393 Flask, Water & Sarnpte: 8572.3 Specific Gravity: 2.435 Testing Suimnmiry HVeern HVetim Bulk Rice Gravity -V,h,,. Au,, fl,,n:u, n (, A, n,,;,du, T?,.,, C.-.,.Ii.- na~ h.;.1,, fl5 Specification per Greenboo) 43 144.2 2.317 6J 2.435 4.9 6.8 35 minimum - - - . 3-6 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Aggregate Sive Size 3/4" 1/2' 3/8 54 #8 • #16 930 950 4100 9200 Percent Passing 100 95 76 47 31 24 17 10 6 4.3 Specification per Greenbook 100 85-100 72-88 46-60 28-42 - 1527 1020 - 27 1203.1 1203.3 1202.2 1207.3 1207.5 1204.7 683.4 682.9 682.4 2.296 2.294 2.302 142.9 142.8 143.3 f SOIL a TESTING. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. (!!Y42280 RIVERDALE STREET, P. 0. BOX 600627, SAN DIEGO, CA 92160 (619) 2804321 Job Name City of Carlsbad -2011 Pavement Overlay Job Number 1111213P Project No. 6001-110L Sample 8 AC# 4 - Levante Street Overlay Tested By DRB Location:Nueva Castlil Wy / Levante St. WB Sample Height CT 308-Method C, Density of Compacted Mix A B C A B C Weight inAir Reading 1 2.58, 2.58 '2.57 SSD Reading 2 2.58 2.58 2.57 Weight in Water Reading 3_2.58 Average Height _2.56 _2.57 2.58 2.58 2.57 Bulk Sp. Cr Densit CT 366, S-Value Determination (A) (B) (C) woo io /000 10 1000 10 2000 13 2000 13 2000 13 3000 17 3000 18 3000 17 4000 21 4000 24 4000 21 5000 28 50001 33 50001 28 60001 36 6000 42 6000 38 Turn Displacement 3.70 3.75 3.60 S- Value Height 2.58 2.58 2.57 Adjusted S-Value I 44 r 40 45 I Flushing Briquette A B C CT 309 TheOretical Max Density of Bituminous Mix Sample Weight: 20013 Flask&Water Weight 7393 Flask, Water & Sample _8568 Specific Gravity: 2.422 Testing Sutnmanj HI/cern I-tVeern Bulk Rice Gravity S-Vnl,e Ave flen.,ils, Ay., c., r, A,,., fl...,;r,, Ra... Speeiuie.,tiw, per Greechool 43 143.0 2.297 . 150.7 2.422 5.1 6.09 35 minimum ASTM D5444 Sieve Analysis of Extracted Aggregate Sieve Size 3/4' 1/2' 3/8" 74 # /16 #30 750 0100 7200 Percent Passing 100 95 77 46 30 23 16 10 6 4.1 Specification per G,ee.-,book 100 95-100 72-88 1 46-60 28-42 - 15-27 10-20 - 2-7 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. (280 RIVERDALE STREET, P. 0. BOX 600627, SAN DIEGO, CA 92160 (619) 2804321 Job Name City of Carlsbad - 2011 Pavement Overlay job Number 1111213P Project No, 6001-I10L Sample 8 AC 95 - Levante Street Overlay Tested By ORB Location: Ladera SL I Levante St WB Sample Height CT 308-Method C, Density of Compacted Mix A B C 258 2.58 2.58 2.58 A Reading 1 2.56 2.57 Reading2 2.56 2.57 Reading 3_2.56 _2.57 Average Height 2.56 2.57 Weight in Air ssb Weight in Water Bulk SpCr Densit1 1202.1 1202.8 1201.9 1204.6 1206.7 1206.6 683.9 684.8 685.4 2.309 2.305 2.306 143.7 143.5 143.5 CT 366, S-Value Deteñnination (A) (B) 1000 10 1000 9 2000 13 2000 12 3000 17 3000 16 4000 23 4000 21 5000 31 5000 27 6000 40 6000 36 Turn Displacement 3.50 3.60 S- Value I 43 I I 46 Height 2.56 2.57 _____________ Adjusted S-Value I I I 46 (C) #000 9 2000 12 3000 16 4000 21 50001 30 6000 40 3.70 1431 2.58 Flushing Briquette A B C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight: 2000.1 Flask&Water Weightl 7393 Flask, Water & Sample:I 8569.8 Specific Gravity: 2.429 Testing Summary FtVeem HVeern Sulk Rice Gravity S-ValueAve DensjtvAve SnGrAve Density eSnecificCravitv Air Voids Oil Content Specification per Green booO 44 143.6 2.306 151.2 2.429 5.1 6.17 35 minimum - - . - 3-6 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Aggregate Sieve Size 3/4" 1/2' 3/8" 94 #8 416 930 #50 #100 9200 Percent Passing 100 95 79 47 32 .24 17 11 7 4.6 Specification per Greenbodic 100 95-100 72-88 46-60 2842 - 15-27 10-20 - 2-7 C SOIL ft ttfttlftG, INC. . ç' SOUTHERN CALIFORNIA SOIL AND TESTING, INC. I,280 RIVERDALE STREET, P. 0. BOX 600627, SAN DIEGO, CA 92160 (619) 280-4321 Job Name City of Carlsbad .2011 Pavement Overlay - Job Number 1111213P Project No. 6001-IlOL Sample # AC #6 - Levante Street Overlay Tested By DRB Location: Falda P1. / Levante St. SB Sample Height CT 308-Method C, Density of Compacted Mix A B C 258 2.58 2.58 2.58 Reading 1 2.56 2.57 Reading 2 2.56 _2.57 Reading 3 2.56 _2.57 Average Height 2.56 2.57 Weight in Air SSD Weight in Water Bulk Sp. Gr Densit1 1202.1 1202 1202.9 1207.7 1208.1 1207.2 684.5 684.2 685.3 2.298 2.294 2.305 143.0 142.8 143.5 CT 366, S-Value Detennination (A) (B) 1000 11 1000 11 2000 15 2000 14 3000 20 3000 19 4000 26 4000 24 5000 35 5000 32 6000 45 6000 40 - 3.50 TurnDisplacement 3.30 I_401 S- Value 144 2.56 Height 2.57 _____________ Adjusted S-Value 40 F 44 (C) #000 10 2000 13 3000 17 4000 21 -5000 28 6000 36 3.65 I_'5 I 2.58 Flushing Briquette A B C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight: 2000.8 Flask&Water Weight 7394.3 Flask, Water & Sample: 8567 Specific Gravity: 2.416 - Testing Summary HVeens HVeem Bulk Rice Gravity SN,I,a- Ave flcnh, ACe SnC, A,, fl;- a.. u...;.I na (',-,,ueeI Specification per Greenbool 43 143.1 2.299 150.4 2.416 4.9 6.05 35 minimum - - - - - 3-6 5.90-6.40 ASTM D5444 Sieve Analysis of Extra ctCd Aggrègate Sieve Size 3/4" 1/2" 3/8' 48 #16 #30 #50 #100 #200 Percent Passing 100 95 79 49 33 25 17 11 7 4.3 Specification per G,-eeobook 100 95-100 72.88 46-60 28-42 - 15-27 10-20 - 2-7 1203.2 1203.5 1203 1204.3 1205.1 1206.2 683.9 663.2 682.9 2.312 2.306 2.299 143.9 143.5 143.1 SOUTHERN CALIFORNIA SOIL AND TESTING. INC. IT 1280 RIVERDALE STREET, P. 0. BOX 600627, SAN DIEGO, CA 92160 (619) 280.4321 Job Name City of Carlsbad - 2011 Pvement Overlay Job Number 1111213P Project No. 6001-1I0L Sample 6 AC #7 - Levante Street Overlay Tested By DRB Location: Romeria St. / Levante St. WB Sample Height CT 308-Method C, Density of Compacted Mix A B C A A C Weight in Air Reading 1 2.59 2.58 2.57 SSD Reading 2 2.59 2.58 2.57 Weight in Water Reading3_2.59. Average Height _2.58 _2.57 2.59 2.58 2.57 Bulk Sp. Cr Densit CT 366, S-Value Determination (A) (B) (C) 1000 9 ..1000 9 1000 8 2000 13 2000 12 2000 12 3000 16 3000 16 3000 15 4000 21 4000 21 4000 19 5000 27 5000 28 50001 25 6000 36 6000 38 6000 34 Turn Displacement F-3.55 3.50 3.45 S- Value I I I I I Height 2.59 1 2.58 j 2.57 Adjusted S-Value 46 46 F 9 I Flushing Briquette A B CT 309 Theoretical Max Density of Bituminous Mix Sample Weight 2000.9 Ftask&Water Weight 7394.3 Flask, Water & Sample: 8570.7 Specific Gravity: 2.427 Testing Summary HVeOm HVeem Bulk RiceGra'ity A fl..nh, A,o c (, A., fl,,n,:r. 0:..,. a: '.hc,l_ flu Cnnh,nl SpFcificalion per Gee en bool 47 143.5 2.306 - 151.1 2.427 ' 5.0 6.19 35 minimum . . . - 3.4 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Aggregate Sieve Size 3/4 1/2 3/8" 54 #8 916 #30 950 9100 9200 Percent Passing 100 95 81 47 33 25 17 10 6. 43 Specification per Greenbook 100 95-100 72.88 45-60 28-42 - 15-27 10-20 2-7 1198.2 1198 1199.7 1199.2 1199.2 1203.1 674.6 676.7 1 680.8 2.284 2.293 2.297 142.2 142.7 143.0 Flushing Briquette A B C CT 309 Theoretical Max Densifij of Bititmninous Mix Sample Weight: 2001 Flask&Water Weight 7394.1 Flask, Water & Sample: 870 Specific Gravity: 2.425 I I I I I I I I I I I I I I I I I I I C SOIL S TCSTING. INC. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA 92160 (619) 280-4321 Job Name City of Carlsbad -2011 Pavement Overlay Job Number 1111213P Project No. 6001-11OL Sample 4 AC#8 - Camino De Los Coches Overlay Tested By DRB Location: Camino De Los Cochesl Stagecoach SB Sample Height CT 308-Method C, Density of Compacted Mix A B C A Weight in Air Reading 1 2.56 2.56 2.58 SSD Reading 2 2.56 2.56 2.58 Weight in Water Reading 2.56 Average Height _2.56 _2.5S 2.56 _2.56 _2.58 Bulk Sp. Cr Densit) CT 366, S-Value Determination (A) (B') (C) 1000 10 1000 10 1000 lB 2000 14 2000 13 2000 14 3000 18 3000 17 3000 18 4000 24 4000 22 4000 23 50001 31 1 50001 29 1 5000 30 6000 41 6000 38 6000 40 TurnDisplacement 3.50 3.50 3.50 S- Value I_43 I I_45 I I Height 2.56 2.56 2.58 ____ AdjustedS-Vakie F-43 I 45 44 1 Testing Sumninanj HVeern HVeern Bulk Rice Gravity 5-Val-Ave flensite Ave S Cr Ave tlensile Rice Snecific Gravity Air Voids Oil Content 44 142.6 2.291 151.0 2.425 5.5 6.00 35 minimum - - - - 3-6 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Aggregate Sieve Size 3/4 1/2 - 3/8 14 #8 #16 #30 #50 9100 #200 Percent Passing 100 95 78 51 36 27 18 11 7 4.6 Specification per Greenbook 100 95-100 72-88 46,60 28-42 - 15-27 10-20 - 2-7 Specification per Gre enboo4 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. C ;280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA 92160 (619) 280-4321 SRT Job Name City of Carlsbad -2011 Pavemnet Overlay Job Number 1111213P Project No. 6001-110L Sample # AC#9 - Camino De Los Coches Overlay Tested By ORB Location: Camino De Los Coaches! Calle Timiteo WB Sample Height CT 308-Method C, Densitij of Compacted Mix A B C' 2.59 2.59 2.59 A Reading 1 255 2.59 Reading 21 2.55 2.59 Reading 2.55 2.59 Average Height[ 2.55 2.59 Weight in Air SSD Weight in Water Bulk Sp. Ge Densil 1200.4 1200.4 1200.1 1201.6 1202.2 1203.4 678.3 671.4 673.7 2.294 2.261 2.266 142.8 140.8 141.0 CT 366; S-Value Determination (A) (8) 1000 11 1000 12 2000 15 2000 15 3000 19 3000 19 4000 24 4000 24 5000 31 5000 32 6000 41 6000 42 Turn Displacement 3.40 3.50 S- Value I I 42 Height 2.55 2.59 _____________ Adjusted S-Value I 42 (C) 7000 11 2000 16 3000 20 4000 23 sOoo 32 6000 41 I- 3.40 43 I 3 I 2.59 Flushing Briquette -A B C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight: 2001.5 Flask&Water Weight 7394.1 Ftask, Water & Sample: 8561.2 Specific Gravity: 2.399 Speciflcatioe per Gree,,boo Testing Sninmnànj HVeern HVeem Bulk Rice Gravity S-Vnlip Ave flensit Avg, , C- A 43 141.5 2.274 T 149.3 2.399 5.2 6.31 35 minimum - - - - 3-6 1 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Aggregate Sieve Size 3/4 1/2 3/8 X4 98 #16 - #30 z50 4100 200 Percent Passing 100 97 84 56 37 28 19 12 7 4.6 Spei(kuiov per &eenbook 100 95-100 72-88 40-60 28-42 - - 15-27 10-20 - 2-7 CT 308-Method C, Density of Cotnpacted Mix A R C 1199.5 1199.7 1198.6 1203.2 1203.1 1202.9 683.7 685.5 683.3 2.309 2.318 2.307 143.7 144.3, 143.6 Weight in Air SSD Weight in Water Bulk Sp. Gr 0ensit1 &SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 1280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA 92160 (619) 280-4321 Job Name City of Carlsbad -2011 Pavement Overlay Job Number 1111213P Project No. 6001-1I0L Sample 9 AC410 - Camino Dc Los Coches Overlay Tested By DRB Location: Camino De Los CochesNia Calendo NB Sample Height A Reading 1 2.56 2.55 2.59 Reading2 2.56 2.55 2.59 Reading 3_2.56 2.55 259 Average Height 2.56 2.55 259 CT 366, S- Value Determination (A) (B) (C) 1000 10 1000 12 1000 11 2000 13 2000 15 2000 14 3000 18 3000 19 3000 18 4000 22 4000 25 4000 23 5000 29 5000 32 5000 L 31 6000 39 6000 42 6000 41 I 3.95I I I 1 Turn Displacement 3.90 42 5 Value 3. 40 2.56 2.55 Height 2.59 1 Adjusted S-Value 42 F 39 F 40 Flushing Briquette A B C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight: 2003.2 Ftask&Water Weight 7393.8 Flask, Water & Sample: 8569.4 Specific Gravity: 2.420 Tèstittg Sntsmary HVeem HVeem Bulk Rice Gravity S-Vnt,,e fl,-nail,, f,-,(,- A,,., u;,. e.,u.,r . w.. r;i r',..,,..,., __ ___1 ____ -1 _- -_ f .. --'-'v .. 7 .,.,.-- 40 143.9 2.311 150.7 2.420 4.5 6.37 Spedfiiatio,, per Greeabook 35 minimum - - - - 3-6 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Aggregate Sieve Size 3/4" 1/2' - 3/8 4 118 916- 930 #50 4900 9200 Percent Passing 100 96 81 53 - 36- 27 19 12 8 5.6 Sped/leaf/on per Greenboek 100 95-100 72-88 46-60 28-42 - 15-27 10-20 - 2-7 * SOIL & TCSTINO. INC. - SOUTHERN CALIFORNIA SOIL AND TESTING, INC. !280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA 92160 (619) 280-4321 Job Name City of Carlsbad - 2011 Pavemnet Overlay job Number 1111213P Project No. 6001-110L Sample 8 AC#11 - Camino De Los Caches Overlay Tested By DRB Location: CaminoDeLosCoches/ MaverkWay Middle Lane Sample Height CT 308-Method C, Density of Compacted Mix A B C A Reading 1 2.58 _256 Reading 2_2.58 _2.56 Reading3 2.58 2.56 Average Height 2.58 2.56 _2.59 _2.59 2.59 2.59 Weight in Air SSD Weight in Water Bulk Sp. Cr Oensit 1197.8 1199 1197.5 1203.6 1204 1200.4 .679.9 681.2 678.5 2.287 2.293 2.295 142.4 142.8 142.8 CT 366, S-Value Determination I (A) (B) (C) 1000 9 1000 11 1000 11 2000 12 2000 15 2000 14 3000 16 3000 19 3000 18 4000 22 4000 25 4000 24 5000 28 5000 33 5000 31 6000 39 6000 43 6000 42 Turn 0isp1acemen1 3.85 I 3.80 3.85 S. Value I I I I 41 Height 2.58 2.56 2.59 Adjusted S-Value I 431 I Flushing Briquette A B C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight: 20035 Flask&Water Weight 7393.8 Flask. Water & Sample 8570.4 Specific Gravity: 2.423 Specification per Greenboo Testing Summary HVcem HVeem Bulk Rice Gravity S-Value Ave IDensi1v Ave So Cr Ave Donih' Pin' Ron'ilic Crovih, Air Vn,lv Oil Content 41 142.6 I 2.292 150.8 2.423 - :J 5.4 6.36 35 minimum - - - 3-6 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Aggregate - Sieve Size 3/4' 1/2 3/8' #4 #8 #16 830 #50 6100 #200 Percent Passing 100 95 77 51 35 26 18 11 7 4.8 Specification per Grce.nbook 100 95-100 72-88 46-60 2842 - 15-27 10-20 - 2-7 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA 9i160 (619) 280-4321 ST Job Name City of Carlsbad -2011 Pavement Overlay Job Number 1111213P Project No. 6001-110L Sample 8 AC#12 - Camino De Los Coches Overlay Tested By ORB Location: Camino De Los Coches/Calle Acervo Middle Lane Sample Height CT 308-Method C, Density of Compacted Mix A R C 1199.3 1201.2 1199.4 1205.3 1203.8 12053 677.9 680.2 682.4 2.274 2.294 2.294 141.5 142.8 142.8 A Reading 1 2.59 2.57 Reading 2 2.59 2.57 Reading 3 259 2.37 Average Height 2.59 2.57 Weight in Air 2.59 SSD 2.59 Weight in Water 2.59 2.59 Bulk Sp. Cr Densit) CT 366, S-Value Determination (A) (B) 1000 11 1000 10 2000 14 2000 13 3000 18 3000 17 4000 23 4000 22 5000 31 50001 29 6000 41 6000 38 TurnDisplacement S- Value 1431 t441 Height 2.59 2.57 Adjusted S-Value I43I I44I (C) boo 11 2000 14 3000 18 4000 22 5000 30 60001 - 40 I_355 1 I_I 2.59 Flushing Briquette A B C CT 309 Theoretical Max Density of Bituminous Mix. Sample Weight: 2001.8 Flask&Water Weight 7393.8 Flask, Water & Sample: 8567.2 Specific Gravity: 2.416 Testing Summary HVeern HVeem Bulk Rice Gravity S-ValueAvc, DensitvAve SnC'.rAve flniry -1liraS,,r,,,,it, Ai,-Vni,, Oil Content Specification per Greenboo) 44 142.4 2.287 150.4 - 2.416 5.3 6.34 35 minimum - - - - 3-6 590-6.40 ASTM D5444 Sieve Analysis of Extracted 4ggregate Sieve Size 3/4 1/2 3/8 14 #8 #16 130 #50 9100 4200 Percent Passing 100 99 80 53 38 29 - 20 12 - 8 5.0 Specification per Gremjbook 100 95-100 72-88 46-60 28-42 - 15-27 10-20 - 2-7 SOUTHERN CALIFORNIA SOIL AND TESTING, INC 1. 1280 RIVERDALE STREET, P. 0. BOX 600627, SAN DIEGO, CA 92160 (619) 280-4321 Job Name City of Carlsbad -2011 Pavement Overlay Job Number 1111213P Project No. 6001-110L Sample 6 ACII13 - Camino De Los Coches Overlay Tested By ORB Location: Camino De Los Coches/ Via Catendo Sample Height CT 308-Method C, Density of Compacted Mix A B C 2.59 2.59 2.59 2.59 Reading 1 2.59 2.59 Reading 2 2.59 2.59 Reading 3_2.59 _2.59 Average Height 2.59 2.59 Wight in Air SSD Weight in Water Bulk Sp.Gr Densit 1199 1198.4 1196.4 1203 1201.5 1200.7 675.2 678 677.4 2.272 2.289 2.286 141.4 142.5 142.3 CT 366, S- Value Deterthination (A) (B) - 1000 11 1000 11 2000 14 2000 14 3000 18 3000 18 4000 22 4000 24 5000 30 5000 31 6000 39 6000 41 3.65 Turn Displacement F 3.60 -43 S- Value 42 2.59 Height 2.59 _______ Adjusted S-Value I I 42 (C) 1000 11 2000 14 3000 18 4000 23 50001 31 6000 40 3.60 l2 2.59 42 Flushing Briquette A B C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight: 2002.9 Flask&Waler Weight 7393.6 Flask, Water & Sample: 8565.8 Specific Gravity: 2.411 Testing Summary HVeem HVeem Bulk Rice Gravity S-VatueAve- DensitvAve SuCrAve De,rsih., RkS,o-i(i,-(r,vih, AirVnd Oil Content Speefficatio,, per Greeabooi 42 142.1 2.282 150.1 2.411 53 6.25 35 minimum - = - 3-6 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Aggregate Sieve Size 3/4 1/2 3/8" 44 #8 216 930 #50 #100 #200 POrceni Passing 100 97 82 53 37 27 19 12 7 4.8 Specfficotioe per Gre en book 100 95-100 72-88 46-60 28-42 - 15-27 10-20 - 2-7 1198.3 1197.7 1196.5 1204.7 1200.1 1200.6 683.1 679.1 684 2.297 2.299 2.316 143.0 143.1 144.2 C CCII. S TESTING. 'NI. t+s41T 5OUTHERN CALIFORNIA SOIL AND TESTING, INC. '280 RIVERDALE STREET, P. 0. BOX 600627, SAN DIEGO, CA 92160(619) 280-4321 Job Name City of Carlsbad - 2011 Pavemnet Overlay Job Number 1111213P Project No. 6001-110L Sample I AC#14 - Calle Timiteo Overlay Tested By DRB Location: Calle Timiteo/ Calle Caracas WB Sample Height CT 308-Method C, Density of Compacted Mix A B C A Weight inAir Reading 1 2.59 SSD Weight in Water Reading 2_2.59 Reading 3 _2.56 _2.55 _2.56 _2.55 2.59 2.56 2.55 Average Height 2.59 2.56 2.55 Bulk Sp. Ge bensit CT 366, S-Value Determination (A) (B) (C) 1000 11 1000 12 1000 11 2000 15 2000 15 2000 15 3000 18 3000 19 3000 19 4000 23 4000 25 4000 24 5000 30 5000 32 5000 31 6000 40 6000 42 6000 41 Turn Displacement 3.90 j 3.65 3.70 S- Value 1 I 41 42 Height 2.59 2.56 2.55 Adjusted S-Value 41 41 42 Flushing Bliquelte A B C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight: 2002.1 Flask&Water Weight 7393.6 Flask, Water & Sample: 8570.2 Specific Gravity: 2.425 Testing Sumniary HVeem HVeem Bulk Rice Gravity S-Vah,o Av flens,h, A,e ç,, C,- A,,e fl,.,,h, l?j,-, C,-,,,,-ti,,. (,,jh, A V,,;,l, (Ill Cnnm,.n Specification per Gre enboo 41 143.4 2.304 1 151.0 2.425 5.0 630 35 minimum - - . . 3-6 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Aggregate Sieve Size 3/4' 1/2' 3/8 #4 #8 #16 #30 #50 9100 1200 Percent Passing 100 97 81 50 37 28 20 12 7 4.9 Specification per Greenbook 100 95-100 72-88 46-60 28-42 - 15-27 10-20 - 2-7 5 SOIL S TCSTIIJC. MC. s SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 1280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA 92160 (619) 280-4321 Job Name City of Carlsbad - 2011 Pavement Overlay Job Number 1111213P Project No. 6001-110L Sample 8AC#15 .. Calle Timiteo Overlay Tested By DRB Location: Camino Pitado/ Calle Timiteo WB Sample Height A Reading 1 2.57 2.57 2.57 Reading2 2.57 2.57 .2.57 Reading3_2.57 _2.57 _2.57 Average Height 2.57 - 2.57 2.57 CT 308-Method C, Density of Compacted Mix A Weight in Air SSD Bulk Sp. Cr. 1199.2 1198.6 1197.9 1203.2 1202.5 1202.2 Weight in Water 682.7 680.9 678.9 2.304 1 2.298 2.289 Density 143.4 143.0 142.5 CT 366, S-Value Determination I (A) (B). (C) 1000 11 1000 11 1000 11 2000 16 2000 14 2000 15 3000 21 3000 18 3000 19 4000 27 4000 24 4000 25 5000 36 5000 30 . 50001 31 6000 45 6000 37 6000 41 I_ 3.80 3.50 TurnDisplacement S- Value I_I 42 43I 2.57 2.57 2.57 Height _________ Adjusted S-Value I I . 42 43 I Flushing Briquette A B C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight: 2002.8 Plask&Water Weight 7393.6 Flask, Water & Sample: 8570.1 Specific Gravity: 2.424 Testing Suinuianj FiVeem HVeem Bulk Rice Gravity S.Vnt,,e Av flvnsttv Av cn C., As., fl.,n,Ih, lu,-, ,.,-.t,,-r,,.,,,,, A;, U.,;,4, Oil C'nnt.,nl Specification per Groe.,bool 41 143.0 2.297 150.9 2.424 5.2 6.39 35 minimum - . . - - 3-6 1 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Agrgate Sieve Size 314' IP,, 3/8' #4 48 #16 #30 #50 #100 9200 Percent Passing 100 97 84 56 38 29 20 13 8 5.1 Specification per Ore cc book 100 95-100 72-88 46-60 28-42 - 15-27 10-20 - 2-7 5 SOIL S TCSTING. IlL. &SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 1280 RIVERDALE STREET, P. 0. BOX 600627, SAN DIEGO, CA 92160 (619) 280-4321 Job Name City of Carlsbad -2011 Pavement Overlay Job Number 1111213P Project No. 6001-I10L Sample 0 AC#16 - El Camino Real Overlay Tested By ORB Location: El Camino Real NB Sample Height CT 308-Method , Densitij of Compacted Mix A H C 2.51 2.51 2.51 2.51 Reading 2.51 2.52 Reading 2 2.52 2.52 Reading 3 2.51 2.52 Average Height 2.51 2.52 Weight in Air SSD Weight in Water Bulk Sp. Gr Densit 1197.2 1198.5 1197.7 1198.1 1200 1198.6 683.2 684 683.8 2.325 2.323 2.327 144.7 144.6 144.8 CT 366, S-Value Determination (A) (B) 1000 10 1000 11 2000 13 2000 16 3000 18 3000 21 4000 24 4000 27 5000 33 5000 35 6000 44 6000 44 3.30 Turn Displacement 3.20 43 S- Value 42 2.51 Height 2.52 _ Adjusted S-Value I I F__ F 42 (C) 5000 11 2000 15 3600 21 - 4000 28 50001 37 6000 49 3.20 40 4° 2.51 Flushing Briquette A 0 C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight 2000.9 Flask&Water Weight 7393.5 Flask. Waler & Sample: 8567.3 Specific Gravity: 2.419 Test ing Summary HVeem HVeem Bulk Rice Gravity C,3Jt,,0 Au., fl.,,,h, C ft. A.,., IN,... C....,.fC, C A:.. Th.,:A nfl CI•O,,..II Specification per Grembool 42 144.7 2.325 150.6 2.419 3.9 6.33 35 minimum - - - - 3-6 - 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Aggregate Sieve Size 3/4" 1/2' 3/8' 44 #8 #16 #30 #50 0100 #200 Percent Passing 100 97 84 50 37 28 21 14 7 4.1 Specificatio,, per Greenbook 100 95-100 72-88 46-60 28-42 - 15-27 10-20 - 2-7 SOIL S TESTING. INC. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 1280 RIVERDALE STREET, P. 0. BOX 600627, SAN DIEGO, CA 92160 (619) 2804321 Job Name City of Carlsbad Job Number 1111213P Tested By ORB Sample 8 AC#17 - El Camino Real Overlay Location: El Camino Real NB, Center Lane Sample Height CT 308-Method C, Density of Compacted Mix A B C 2.54 2.55 2.54 2.55 Reading 1 2.54 _2.55 Reading 2_2.5.1 _254 Reading 3 2.54 2.55 Average Height 2.54 2.55 Weight in Air SSO Weight in Water Bulk Sp.Gr Densit 1199 1197.5 1197.8 1202.5 1200.4 1199.9 684.9 _682 682.5 [_2.316 2.315 144.2 _2310 143.8 144.1 CT 366, S-Value Deterini nation (A) (B) woo ii i000 ii 2000 14 2000 15 3000 18 3000 19 4.000 23 4000 25 5000 31 5000 34 6000 41 6000 44 TurnDisplacement S- Value 42 40 Height 2.54 2.55 Adjusted S-Value 42 40 (C) 1000 10 2000 14 3000 19 4000 25 5000 34 6000 44 3.85 38 L_2.55 38 Flushing Briquette A B C CT 309 Theoretical Max Density of Bituminous Mix Sample Weight: 2000.5 Flask&Water Weight 7393.5 Flask. Water & Sample: 8566.5 Specific Gravity: 2.418 Testing Sumtnartj HVceni 1-IVeem Bulk Rice Gravity S-Value Ave Dnsitv Ave Sn Cr Ave DenNih' Rice Snecilir Crnvitv Air Vnidn Oil Content Specification per Greenbook 40 144.0 2.314 150.5 2.418 4.3 6.16 35 minimum - - - - 3-6 1 5.90-6.40 ASTM D5444 Sieve Analysis of Extracted Aggregate Sieve Size 3/4" 1/2,' 3/8 #4 #8 416 930 450 nOD 9200 Percent Passing 100 97 85 55 38 - 28 20 12 8 4.3 Specification per Greenbook 100 95-100 72-88 46-60 28-42 - 15-27 10-20 - 2-7