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HomeMy WebLinkAbout6001-11SS; 2011 SLURRY SEAL PROJECT; SAND SLURRY LAB TEST RESULTS; 2012-07-24SOUTHERN CALIFORNIA SOIL &TESTING, INC. A California Certified Small Business Enterprise (SBE) July 24, 2012 Mr. Tim Fennessy - City of Carlsbad 5950 El Camino Real Carlsbad, California 92008 (iOOt .ncs 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 SCS&T 1211048p Report No. 1 RECEIVED CITY OF CARLSBAD AUG 102012 TRANSPORTATION DEPARTMENT CM&I DIVISION SUBJECT: CITY OF CARLSBAD SLURRY SEAL PROJECT CITY PROJECT NO. 6001-11SS CARLSBAD, CALIFORNIA Dear Mr. Fennessy: In accordance with your request, Southern California Soil and Testing, Inc. (SCS&T) has pre pared this report to summarize the Type II Sand Slurry laboratory test results for the subject site. Valley Slurry Seal Company of West Sacramento, California performed the work. SCS&T's laboratory tested the sand used in the operation prior to production, Figure 1. Additionally, SCS&T representatives obtained daily samples for conformance testing. Figures 2 and 3 present these results. If you have any questions, please contact us at 619.280 4321 oESSIo,t, Respectfully Submitted, ('% NO. 2752 SOUTHERN CALIFORNIA SOIL AND TESTlNG 4 EXP. 09-30 : Stephen T. War ~~arre B. Ti Q7E Soils Field Supervisor - Principal Geotechnical Engineer GBF:sw Attachments: Figures 1 -3-Laboratory Testing (2) Addressee - . I SOIL & TESTING. INC. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. ( 6280 RIVERDALE STREET, P. 0. BOX 600627, SAN DIEGO, CA 92160 (619) 280-4321 I U I Job Name: City of Carlsbad Slurry Seal, City Project No. 6011-11 SS Sample 1.0.: Type ii Slurry Sand Job Number: 1211046P Source: Stockpile I Date Sampled: March 21, 2012 Cal-Test 202 Sieve Analysis of Fine and Coarse Aggregates I Total Wt. 5029 Greenbook Section Accum 203-5.3 Type II Metric Stand. Wt. % RetaIn % Pass Accum Wt. % Retain % Pass Specification I 381mm 112 - 25mm V. - — 19" 3/4" 12.5mm 1/2" • 9.5mm 3/8" 100 1 #4 2.36mm #8 0.7 0 100 116.6 23 77 90-100 6590 1.18mm #16 . 252.1 50 50 4570 • 600um #30 337.6 67 33 3050 300um #50 385.4 77 23 1836 #100 416.6 83 17 1024 um #200 432.7 86.0 14.0 515 Cal-Test 217 Sand Equivalent I Greenbook Section • Sample I.D. Type II Slurry Sand . 203-5.2 Specification I Sand Equivalent 57 55 minimum ASTM C88 Soundness of Aggregates using Sodium Sulfate Solution I - Greenbook Sieve Size Section Individual Weight After Individual % Weighted % 203-5.2 I Sample Wt. Test Loss Loss Spec. #8 100.0 95.9 4.1 #16 100.0 95.0 5.0 1 #30 100.0 97.0 3.0 0.6 15/a Max I #50 • 100.0 96.2 3.8 4 I • - - • - • . ' • • -. I: .• ••-• -' Figure 1 I •. -•• - SOIL & TESTING. INC. SOUTHERN CALIFORNIA SOIL AND TESTING, INC ST Figure 2 6280 RIVERDALE STREET: P. 0. BOX 600627, SAN DIEGO, CA 92160 (619) Job Name: City of Carlsbad Slurry Seal, City Project No. 6011-11 SS Sample l.D.: Type II Slurry Sand Job Number: 1211048P Source: Daily Onsite Samples ASTM D3910 Wet Track Abrasion Date Fabricated Sample Identification 2 Greenbook Section % Loss, g/ft 302-4.3.3 Specification 3/23/2012 #1 37.5 3/23/2012 #2 32.8 3/23/2012 . #3 29.9 3/23/2012 #4 39.4 60 Maximum 3/23/2012 #5 36.9 3/23/2012 #6 .' 34.7 3/23/2012 #7 . 31.2 3/27/2012 #1 14.9 3/27/2012 #2 35.6 Maximum 3/27/2012 #3 18.7 .60 3/27/2012 #4 - 49.9 3/28/2012 #1 13.8 3/28/2012 #2 28.8 3/28/2012 #3 36.4 60 Maximum 3/28/2012 #4 11.9 3/30/2012 #1 30.1 3/30/2012 #2 35.0 60 Maximu M 3/30/2012 #3 22.3 3/30/2012 #4 32.3 4/2/2012 #1 30.9 4/2/2012 #2 29.6 60 Maximu M 4/2/2012 #3 16.3 4/3/2012 #1 5.2 4/3/2012 #2 4.9 60 Maximu M 4/3/2012 . #3 ' 19.3 . 4/4/2012 #1 19.8 4/4/2012 #2 12.2 60 Maximu M 4/4/2012 #3 17.4 280-4321 ASTM D3910 Wet Track Abrasion (cont..) Date Fabricated Sample Identification % Loss, g/ft2 Greenbook Section 302-4.3.3 Specification 4/5/2012 #2 32.3 60 Maximum 4/5/2012 #3 31.5 4/10/2012 #1 21.4 4/10/2012 #2 26.6 60 Maximum 4/10/2012 #3 18.5 4/16/2012 #1 20.1 4/16/2012 #2 19.8 60 Maximum 4/16/2012 #3 15.5 4/16/2012 #4 15.7 4/17/2012 #1 10.6 4/17/2012 #2 24.2 60 Maximum 4/17/2012 #3 14.1 4/18/2012 #1 25.2 4/18/2012 #2 13.8 60 Maximum 4/18/2012 #3 13.8 4/19/2012 #1 22.0 4/19/2012 #2 13.6 60 Maximum 4/19/2012 #3 14.9 California Test Method 382-Asphalt Content Determination by Ignition Method Date Fabricated Emulsion Content, % Greenbook Section 302-4.3.3 Specification 3/23/2012 3/27/2012 3/28/2012 3/30/2012 4/2/2012 4/3/2012 4/4/2012 4/5/2012 4/10/2012 4/16/2012 4/17/2012 4/18/2012 4/19/2012 10.22 9.36 9.49 10.21 9.77 9.29 9.06 9.41 9.29 9.24 10.92 10.58 9.52 9.92+1-1% Figure 3