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HomeMy WebLinkAboutCT 06-15; TABATA RANCH; ASPHALT CERTIFICATION; 2016-08-26cI—O(e .-l' UU1[an Materials Company : Western Division August 26, 2016 Southland Paving : Attn: Jason Email: Project: TABATA Gentlepersons: This is to certify that we will furnish asphalt-paving material for the above - referenced project to comply with Standard Specification for Public Works Construction Section 203-6.5.4. (Sec 400 Type Ill & Sec 203) per the 2013 supplement to Greenbook Asphalt Concrete. OtayHMA Product Code # Type 111C2 300806 The Asphalt Cement will conform to PG 64-10 for Performance Grade. Typically our HVEEM for Asphalt Concrete out of our Carroll Canyon B3 146 +/-2 Otay B3 150 +1-2 Carroll Canyon C2 143 +/-2 Otay C2 149 +/-2 Carroll Canyon E 141 +1-2 Otay E 148 +1-2 The following table summarizes additional information supporting our mix design. San Diego Regional Quality Control Department 10051 Black Mountain Rd San Diego, Ca 92126 Phone: 858-547-4981 Fax: 858-547-9056 Aggregate ProDerties Test California Test Carroll Canyon % Crushed Particle CT 205 Coarse = 98% I Fine = 95% LA Rattler, Loss @ 500 Rev. CT 211 3/4" (Method B) 15.7% 1/2" (Method B) 17.2% 3/8" (Method C) 20.2% Cleanness Value CT 227 86 (3/4") I 81 (1/2") I 79 (3/8") Sand Equivalent CT 217 65 Kc & Kf Factors CT 303 1.1 Asphalt Concrete Properties Mix Design California Test 3/4" Mix 1/2" Mix 3/8" Mix S-value(Hveem) CT 366 40 39 35 Air Voids 43% 43% 4.2% Swell (mm) CT 305 0.001 0.001 0.001 Moisture Vapor Susceptibility CT 307 34 33 31 Aggregate Properties Test California Test Otay % Crushed Particle CT 205 Coarse = 98% I Fine = 95% LA Rattler, loss @ 500 Rev.,CT 211 3/4" (Method B): 15.7% 1/2" (Method 8) 11.2% 3/8" (Method C) 20.2% Cleanness Value CT 227 86 (3/4") F 81(1/2") I 79 (3/8") Sand Equivalent CT 217 62 Kc&kfFactors C1303 Asphalt Concrete Properties Mix Design California Test 3/4" Mix 1/2" Mix 318" Mix S-value CT 366 41 37 35 Air Voids 4.4% 4.4% 4•3% Swell (mm) CT 305 0.001 0.001 0.001 Moisture Vapor Susceptibility 34 32 31 Sincerely, T27'l E%4 QC Technical Services ME/513 M. Carroll Canyon & Otay *please note For this Project Only **NOT VALID IF ALTERED** NOTE TO THE CONTRACTOR: VULCAN MATERIALS COMPANY will not be responsible if the contractor or his representative, at the time of delivery, alters or orders a mix other than those covered in the above certification. Vulcan Materials Company cannot guarantee the mix characteristics if used outside the normal placement specifications San Diego Regional Quality Control Department 10051 Black Mountain Rd San Diego, Ca 92126 Phone 858-547-4981 Fax 858-547-9056 Location Carroll Canyon 39661-2 Iii IliuM Customer: -Southland Paving bate 8/26/2016 SELTEC Percent Mass VUILUII— _______1 BIN#1 353 706 Materials Company Attn Jason FaxJ (760) 747-1008 BIN#2 286 572 BIN#3 16.2 324 Project TABATA BIN#4 00 0 Project L,ne2 BIN#5 0.0 0 RECYCLE 14.3 286 .iypeof Mix S 400 TYPE III CLASS C2-R15 FILLER 1.0 19 phalt Grade PG 64 - 10 ____ Asphalt 4.6 93 AGG Type: 5MARA1 91-37-0029 TOTAL 100.0 2.000 FILLER RECYCLE BIN#5 BIN#4 BIN#3 BIN#2 BIN#1 Combined Operating1 Sieve Size 18 9 LBS 284 LBS 0 LBS 0 LBS 321 LBS 567 LBS 699 LBS Passing Range' UpossT51 [ssj!j Fp—as-51[Pass _Use 1 F—Pass I Use I LL —Use J [!sUse I Ti1 FMIn Max 11 1000 10 1000 150 1000 00 1000 00 1000 170 1000 300 1000 370 I 10001 Li 2_112 .(0 1000 10 1000150 1000 00 1000 00 1000170 1000300 1000 370 I 10001 1000 1.0 100.0 15.0 100.0 0.0 100.0 0.0 100.0 17.0 100.0 30.0 100.0 37.0 I 10001 1" (25 0) 1000 10 1000150 1000 00 850 00 1000 170 1000300 1000 370 I 10001 50011003/4" () 1000 10 1000 150 1000 00 70 00 830 141 1000 300 1000 370 I 9711 95i1001/2" (125) 1000 1.0 970 146 980 00 1.0 00 210 3.6 960 288 1000 370 F75 19013/8" 1000 10 710 107 710 00 10 00 10 02 320 96 1000370 1 501671#4 1000 10 530 80 530 00 10 00 10 02 20 06 870322 I 419 f 335 Q#8 (236) 1000 10 420 63 420 00 00 00 10 02 10 03 570211 I 289JL 1 416 (118) 990 10 330 50 350 00 00 00 00 00 00 00 430159 Lis 130#30 (Q4) 980 10 200 30 200 00 00 00 00 00 00 00 270100 I 1401 111]#50 03O 950 10 130 20 130 00 00 00 00 00 00 00 160 59 I 881 #100 (0. 15) 900 09 85 13 85 00 00 00 00 00 00 00 80 30 I 51J L RAP AC% 58% Mix Design ZAsphalt -Outs,de -1 100%AGG KM of Combined Aggregate--- 4 10 2 Asphalt -Inside- 5 5J % Plus SURFACE AREA: 27.8 F I 5I " Aggregate Weight Per TOW J iioj LBS Batch 'NT 20001 LBS