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Home My WebLink About3215; LA COSTA AVE WIDENING; PHYSICAL PROPERTIES OF ASPHALT CONCRETE; 1999-01-12LAW Crandall LAWGIBB Group Member RECEIVED [MAR CITY OF CARLSBAD - PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: La Costa Ave. PROJECT NO:7O341-5-O396.18[ABNO: 9227 CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury JDATE SAMPLED: Jan. 12, 1999 TYPE: 3/4" Max. Med. Type 3, B2 AC DATE RECEIVED: Jan. 12, 1999 1 DATE TESTED: Jan. 19, 1999 SOURCE: Industrial Asphalt! Vista FIELD NO.: JDATE REPORTED: Jan. 21, 1999 SAMPLE LOCATION: La Costa Ave. ® sta. 121+75, south lane (east bound) SIEVE ANALYSIS (Cal Test 202)___Y_ADDITIONAL TESTS SIEVE %PASSING SPECIFICATION TEST RESULT TEST STD L_SIZE 1-1/2" 100 SSPWC B3 1" 100 100 BITUMEN CONTENT, % 5.9 4.6-6.0 (Cal Test 382)----- :.. ......... - 3/4" 99 90-100 . . .-. 3..: 1/2" 90 ** BULK SPECIFIC GRAVITY ; 2.37 (Cal Test 308) 3/3" 75 60-84 No.4 56 40-60 UNIT WEIGHT, PCF 147.9 (Cal Test 308) 8 -38 24-50 16 27 1* STABILOMETER 34* 35 mm. (Cal Test 366) 30 20 11-29 50 14 SWELL ** *1 (Cal _Test _305) 100 9 200 5.8 1-9 MOISTURE CONTENT, % ** (Cal Test 370) L)enotes aeviation rrom speciflea limits. Distribu'tion: City - of Carlsbad/ Moore ___-Submitted. ..,-. David .C. Wilson, RCE# 54734 A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW Crandall LAWWdoup Member A PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: La Costa Ave. I PROJECT NO: 70341-5-0396.181 LAB NO: 9228 j CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury JDATE SAMPLED: Jan. 13, 1999 TYPE: 3/4' Max. Med. Type 3, B2 AC DATE RECEIVED: Jan. 13, 1999 DATE TESTED: Jan. 19, 1999 SOURCE: F( FIELD NO.: DATE REPORTED: Jan. 21, 1999 SAMPLE LOCATION: La Costa Ave. @ sta. 93+95, e.b. lane SIEVE ANALYSIS (Cal Test 202) . ADDITIONAL TESTS SIEVE SIZE %PASS[NG SPECIFICATION TEST RESULT TEST STD 1-1/2" 100 SSPWC B3 1" 100 100 BITUMEN CONTENT, % (Cal 5.3 _Test _382) 4.6-6.0 3/4" 99 90jq - 1/2" 92 BULK SPECIFIC GRAVITY (Cal Test 308) 2.37 3/8" 72 60-84 - No.4 52 40-60 . UNIT WEIGHT, PCF (Cal Test 308) 147.9 39 24-50 16 23 H, . STABILOMETER (Cal Test 366) '30 35 mm. 30 21 11-29' 50 14 ** . SWELL (Cal _Test _305) . 100 9 ** 200' 6.0 ' 1-9 •': MOISTURE CONTENT, % (Cal Test 370) Denotes deviation from specified limits. Distribution: City of Carlsbad' D. Moore - .. '.•-.--. -- - - -. - - - - - Submitted By - •• . - David C. WiIson,RCE 54734 - A Division of Law Engineering and Environmental Services. Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW Crandall LAWGIBB Group Member PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: LaCostaAve. PROJECT NO: 7O341-5-O396.18 LAB NO: 9227 CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury JDATE SAMPLED: Jan. 12, 1999 TYPE: 3/4" Max. Med. Type 3, B2 AC DATE RECEIVED: Jan. 12, 1999 DATE TESTED: Jan. 19, 1999 FIELD NO.: DATE REPORTED: Jan. 21, 1999 SAMPLE LOCATION: La Costa Ave. @ sta. 121+75, south lane (east bound) SIEVE ANALYSIS (Cal Tess 202) ADDITIONAL TESTS SIEVE SIZE %PASSING I SPECIFICATION F TEST RESULT TEST STD 1-1/2" 100 SSPWC B3 F. 100 100 BITUMEN CONTENT, % (Cal_Test_382) 5.9 4.6-6.0 3/4 99 90-100 0 ** BULK SPECIFIC GRAVITY (Cal 2.36 _Test _308) 1/2.....90 3/8" .....75 60-84 No.4 56 • 40-60 UNIT WEIGHT, PCF (Cal Test 308) 147.3 8 33 24-50 .. 16 27 STABILOMETER (Cal 33 _Test _366) 35 mm. 30 20 11-29 50 14 • (Cal SWELL _Test _305) 100 9 **• J________ _______ 200 5.8 - 1-9 MOISTURE CONTENT, % (Cal Test 370) * Denotes deviation from specified limits. Distribution: City of Carlsbad/ D. Moore Submitted By: rr rat David C. Wi sor, RCE' 54734 A Division of Law Engineering and Environmental Services. Inc. 9177 Sky Park Court. Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAWCrandall LAWGIBB Group Member A PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: La Costa Ave. PROJECT NO: 70341-5-0396.181 LAB NO: .9226 CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Jan. .12, 1999 TYPE: 3/4' Max. Med. Type 3, B2 AC DATE RECEIVED: Jan. 12, 1999 DATE TESTED: Jan. 19, 1999 SOURCE: FIELD NO.: ** DATE REPORTED: Jan.21, 1999 SAMPLE LOCATION: La Costa Ave. @sta. 103+60, so. lane e.b. SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE %PASSENG SPECIFICATION I SIZE TEST RESULT 7 TEST STD 100 SSPWC B3 I' 100 100 BITUMEN CONTENT,% (Cal Test 382) .. 5.4 4.6-6.0 3f4 100 . 90-100 . 91 . •. 8*: BULK SPECIFIC GRAVITY (Cal 2.37 _Test _308) 3/8' -•------ 73 60-84 No .4 53 _ 40 60 UNIT WEIGHT PCF (Cal Test 308) 147.9- 3 37 . 24-50........ . 16 27 STABILOMETER (Cal Test 366) 35 35 min. 30 .: 50 14 . . SWELL (Cal _Test _305) 100 20 .........1-29 9 .. ..s 200 6-1 I 9 ..' MOISTURE CONTENT % . (Cal Test 370) ** . . . . . -. Denotes deviation trom specitied limits. I I . . . .. . .. Distribution: .... City of Carlsbad/ D. Moore Submitted By: 1DavidC.Wi1son, RCE# 54734 A Division of Law Engineering and Environmental Services. Inc. 9177 Sky Park Court. Suite A San Diego, CA 92123 619-278-3600 • Fax 519-278-5300 LAW Crandall LAWGIBB Group Member PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: La Costa Ave. I PROJECTNO: 70341-5-0396.18 LAB NO: 9211 CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Jan. 11, 1999 TYPE: 3/4" Max. Med. Type 3, B2 AC DATE RECEIVED: Jan. 11, 1999 DATE TESTED: Jan. 19, 1999 SOURCE: CCAC/plant I FIELD NO.: ** DATE REPORTED: Jan. 21, 1999 SAMPLE LOCATION: La Costa Ave. @ sta. 67+50 north lane, truck 088 tx#322622 [ SIEVE ANALYSIS (Cal Test 202) F ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION TEST RESULT TEST STD 1-1/2" 100 SSPWC B3 1" 100 100 BITUMEN CONTENT,% (Cal Test 382) 5.9 4.6-6.0 3/4" 100 90-100 1/2" 94 ** BULK SPECIFIC GRAVITY (Cal 2.36 _Test _308) 3/8" 78 60-84 No.4 59 40-60 UNIT WEIGHT, PCF (Cal Test 308) 147.3 8 43 24-50 16 31 STABILOMETER (Cal Test 366) 33 35 mm. 30 23 11-29 50 15 ** SWELL (Cal Test 305) ** ** 100 10 ** 200 6.6 1-9 MOISTURE CONTENT, % (Cal Test 370) ** * Denotes deviation from specified limits. Distribution: City of Carlsbad/ D. Moore EI1lI- _r- Submitted By: David C. Wilson, RCE# 54734 A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW Crandall LAWGIBB Group Member A PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: La Costa Ave. I PROJECT NO: 70341-5-0396.181 LAB NO: 9212 CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: Jan. 11, 1999 TYPE: 3/4' Max. Med. Type 3, B2 AC DATE RECEIVED: Jan. 11, 1999 DATE TESTED: Jan. 19, 1999 SOURCE: CCAC/plant I FIELD NO.: ** DATE REPORTED: Jan. 21, 1999 SAMPLE LOCATION: La Costa Ave. sta. 75+00, truck #KIO tx#322708 SIEVE ANALYSIS (Cal Test 202) —711 ADDITIONAL TESTS SIEVE 1 SIZE %PASSING SPECIFICATION TEST RESULT TEST STD 100 SSPWC B3 1" 100 100 BITUMEN CONTENT,% (Cal 5.6 _Test _382) 4.6-6.0 3/4" 99 90-100 1/2" 91 " BULK SPECIFIC GRAVITY (Cal 2.37 _Test _308) 3/8' 74 60-84 No.4 54 40-60 UNIT WEIGHT, PCF (Cal 147.9 _Test _308) 8 37 24-50 16 27 *8 STABILOMETER (Cal 31' _Test_366) 35 mm. 30 21 11-29 50 14 *8 SWELL (Cal Test 305) 8* 8* 100 9 8* 200 5.9 1-9 MOISTURE CONTENT, % (Cal Test 370) *8 * Denotes deviation from specified limits. City of Carlsbad/ D. Moore Submitted By: E1IIII JL(?z Distribution: David C. Wilson, RCE# 54734 A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 LAW Crandall LAWGIBB Group Member A PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: La Costa Ave. PROJECT NO: 70341-5-0396.181 LAB NO: 9147 CLIENT: City of Carlsbad SAMPLED BY: T. McClanahan DATE SAMPLED: Dec. 28, 1998 TYPE: 3/4" Max. Med. Type 3, B2 AC DATE RECEIVED: Dec. 28, 1998 DATE TESTED: Jan. 4, 1999 SOURCE: Industrial Asphalt/ Vista FIELD NO.: DATE REPORTED: Jan. 15, 1999 SAMPLE LOCATION: North bound lane of Saxony @ La Costa SIEVE ANALYSIS (Cal Test 202) 11 ADDITIONAL TESTS -- SIEVE SIZE %PASSING SPECIFICATION TEST RESULT TEST STD 1-1/2 too SSPWC B3 1" 100 100 BITUMEN CONTENT,% (Cal 5.3 _Test _382) 4.6-6.0 3/4" 99 90-100 1/2' 90 BULK SPECIFIC GRAVITY -(Cal_ Test 2.37 _308) 3/8" 79 60-84 No.4 60 40-60 UNIT WEIGHT, PCF (Cal Test 308) 147.9 8 46 24-50 - 16 37 STABILOMETER (Ca] Test 366) 32* 35 mm. 30 30" 11-29 50 17 SWELL (Cal _Test _305) ** 100 10 ** '200 7.2 1-9 MOISTURE CONTENT, % (Cal Test 370) 0.104 tut,I.I LI (Jilt Jpi.lII(_U 11111113. Distribution: City of Carlsbad! D. Moore Submitted By: -. - David C. \iTon,'-RCE# 54734 - 'ADivison oiLacv Engirg and En" virornentl SdMces f - ' 9177 Sky Park Court, Suite A ........- -. . San Diego, CA 92123 - - 619-273-3600 • Fax 619-278-5300 KL L 7;1I. CITY OF CARLSBAD LAW Crandall LAWGIBB Group Member A PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: La Costa Rd. Widening PROJECT NO: 70341-5-0396.18 LAB NO: 8734 CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: July 30,1998 TYPE: 3/4", type B3 DATE RECEIVED: June 30,1998 DATE TESTED: Aug. 5,1998 SOURCE: Calmat FIELD NO.: " DATE REPORTED: Aug. 7,1998 SAMPLE LOCATION: La Costa Rd. @ sta. 57+00, ticket 9304342, truck #101 SIEVE ANALYSIS (cal Test 202) IF ADDITIONAL TESTS SIEVE SIZE %PASSING SPECIFICATION TEST RESULT SPECIFICATION 1-1/2" 100 ** 1" 100 100 BITUMEN CONTENT, % _Test (Cal 382) 5.2 4.6-6.0 3/4" 98 95-100 1/2" 88 0 BULK SPECIFIC GRAVITY (Cal 2.60 _Test _308) 3/8" 73 65-80 No.4 52 45-60 UNIT WEIGHT, PCF _Test (Cal 308) 162.2 8 40 30-45 16 31 ** STABILOMETER (Cal 28' _Test _366) 35 min. 30 24 15-25 50 17 SWELL (Cal_Test_305)/ ** ** 100 10 ** 200 ' 6.4 3-7 MOISTURE CONTENT, % (Cal Test 370) ** * Denotes deviation from specified limits. NOTE: Distribution: City of Carlsbad! B. Barth Submitted By: David C. Wilson, RCE# 54734 A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 -'Fax 619-278-5300 N/A SAMPLE IDENTIFiCATION N/A LAB NO. N/A SAMPLE LOCATION MIX VERIFICATION - p.4 HVEEM OR MARSHALL 13869 FXVRACTIONI GRADATION 14504 HVEEM DENSITY & STABILOMETTER 13935 MARSHALL DENSITY. STABILITY & FLOW MAXIMUM THEORETICAL SPECIFIC GRAVITY (Rice Gaviry) 14502 DENSITY OF CORES 18026 MOISTURE VAPOR SUSCEPTIBILITY 15599 MOISTURE CONTENT OF ASPHALT 18027 SWELL g 14505 - - - MARSHALL DENSITY REQ COMPACTION S800 TENSILE STRENGTH RATIO C S1800 MDC DESIGN. HVEE WI AGGREGATE H S 1800 MIX DESIGN. MARSHALL WI AGGREGATE = = = = = 14558 SIEVE ANALYSIS .COARSE 14557 SIEVE ANALYSIS - FINE 1 44 97 • - SAND EQUIVALENT - > 13780 SPECIFICGRAVITY - COAR.SE > 13781 SPECIFIC GRAVITY .FINE 14559 PERCENT ABSORPTION 14499 LOS ANGELES ABRASION 13395 SOUNDNESS OF AGGREGATE 10932 FRACTURED FACES 10926 FLAT AND ELONGATED Q LAW Crandall LAWGIBB Group Member I JUL/ 4 7 PHYSICAL PROPERTIES OF ASPHALT CONCRETE . 2 I PROJECT: La Costa Rd. Widening PROJECT NO: 70341-5-0396.18 LAB NO: 8659 CLIENT: City of Carlsbad JSAMPLED BY: R. Salisbury DATE SAMPLED: June 19,1998 TYPE: 3/4", type B3 IDATE RECEIVED: June 19,1998 DATE TESTED: June 22,1998 SOURCE: CCAC, plant #1 JFIELD NO.: ** DATE REPORTED: July 7,1998 SAMPLE LOCATION: La Costa Rd. @ sta. 102+00, ticket 9304249, truck 91327 11 SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE f %PASS[NG SPECIFICATION TEST RESULT j TEST STD I 1-1/2 100 1* 1" 100 100 BITUMEN CONTENT, % (Cal 5.4 _Test _382) 4.6-6.0 3/4" 97 95-100 1/2' 81 0 BULK SPECIFIC GRAVITY (Cal 2.34 _Test _308) 3/8" 62* 65-80 No.4 40* 45-60 UNIT WEIGHT, PCF (Cal 146.0 _Test _308) 8 28* 3045 16 20 STABILOMETER (Cal 42 _Test _366) 35 mm. 30 14* 15-25 50 10 SWELL (Cal ** _Test _305) ** 100 6 ** 200 3.9 3-7 MOISTURE CONTENT, % (Cal _Test _370) ** * Denotes deviation from specified limits. NOTE Distribution City of Carlsbad! B. Barth Submitted By: David C. Wilson, RCE 54734 A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 = = = = = SAMPLE IDENTIFiCATION = N/A LAB NO. N/A SAMPLE LOCATION MIX VERIFICATION - HVEEM OR MARSHALL 13869 <TRACTION/ GRADATION 14504 - HVEEM DENSITY & STABILOME1TER 13935 - MARSHALL DENSITY. STABILITY & FLOW - .A. MAXIMUM THEORETICAL SPECIFiC GRAVITY (Rice Gravity) 14502 DENS" OFCORES 18026 MOISTURE VAPOR SUSCEPTIBILITY 15599 MOISTURE CONTENT OF ASPHALT 18027 SWELL g 14505 MARSHALL DENSITY REQ COMPACTION r1 g S800 TENSILE STRENGTH RATIO ZZ C 51800 MIX DESIGN. HVEEM. W/ AGGREGATE 51800 MIX DESIGN-MARSHALL WI AGGREGATE 14558 SEEVEANALYSIS - COARSE 14557 SIEVE ANALYSIS -FINE 14497 SAND EQUIVALENT > 13780 SPECIFIC GRAVITY COARSE > 13781 SPECIF1C GRAVITY -FINE > 14559 PERCENT ABSORPTION 14499 LOS ANGELES ABRASION .., 13395 SOUNDNESS OF AGGREGATE .10932 . . FRACTURED FACES 10926 FLAT AND ELONGATED 0 o zz C) LAW ICrandall LAWGIBB Group Member 4I9 96 PHYSICAL PROPERTIES OF ASPHALT CONCRETE q-~Z PROJECT: La Costa Rd. Widening j PROJECT NO: 70341-5-0396.181 LAB NO: 8660 CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury DATE SAMPLED: June 19,1998 TYPE: 3/4", type B3 DATE RECEIVED: June 19,1998 DATE TESTED: June 22,1998 SOURCE: CCAC, plant #1 FIELD NO.: ** DATE REPORTED: July 7,1998 SAMPLE LOCATION: La Costa Rd. sta. 57+00, ticket 9304342, truck 9101 SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE %PASSFNG SPECIFICATION TEST RESULT TEST STD 1-1/2' 100 ** I" 100 100 BITUMEN CONTENT, % (Cal 5.1 _Test _382) 4.6-6.0 3/4" 98 95-100 1/2" 80 0 BULK SPECIFIC GRAVITY (Cal 2.36 _Test _308) 3/8" 63* 65-80 No.4 42* 45-60 UNIT WEIGHT, PCF (Cal 147.3 _Test _308) 8 30 30-45 16 22 ** STABILOMETER (Cal 33' _Test _366) 35 mm. 30 16 15-25 50 11 ** SWELL (Cal ** _Test _305) ** 100 7 ** 200 4.7 3-7 MOISTURE CONTENT, % (Cal _Test _370) . ** * Denotes deviation from specified limits. NOTE Distribution: City of Carlsbad! B. Bah Submitted By:• David C. Wilson, RCE9 54734 A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 = = = = L) -T SAMPLE IDENTIFICATION I N/A - LAB No. N/A SAMPLE LOCATION - = = MD( VERIFICATION- = p.J }IVEEM OR MARSHALL 13869 EXTRACTION/ GRADATION 14504 HVEEM DENSITY & STABILOMETrER 13935 - MARSHALL DENSITY, STABILITY & FLOW - MAXIMUM THEORETICAL SPECIFIC GRAVITY (Rice Gravity) 14502 DENSITY OF CORES 18026 MOISTURE VAPOR SUSCEPTIBILITY 15599 MOISTURE CONTENT OF ASPHALT 18027 SWELL c-i r:1 14505 MARSHALL DENSITY REQ COMPACTION g S800 TENSILE STRENGTH RATIO C 51800 MIX DESIGN - HVEEM, WI AGGREGATE 5 1800 MIX DESIGN - MARSHALL WI AGGREGATE c_) ri 14558 = = = = S[EVEANALYSIS - COARSE = 14537 SIEVE ANALYSIS -FTNE 1*497 SAND EQUIVALENT > 13780 SPECIFIC GRAVITY- COARSE > 13781 SPECIFICGRAVITY - FINE 14559 - PERCENT ABSORPTION 14499 LOS ANGELES ABRASION 13395 SOUNDNESS OF AGGREGATE 10932 FRACTURED FACES 10926 FLAT AND ELONGATED 0 -1 LAW Crindall r LAWGIBB Group Membe 1999 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: La Costa Rd. Widening I PROJECT NO: 70341-5-0396.18 LAB NO: 8658 j CLIENT: City of Carlsbad SAMPLED BY: R. Salisbury IDATE SAMPLED: June 18,1998 TYPE: 3/4", type B3 DATE RECEIVED: June 18,1998 IDATE TESTED: June 22,1998 SOURCE: CCAC, plant 1 FIELD NO.: ** JDATE REPORTED: July 7,1 98 SAMPLE LOCATION: La Costa Rd. @ sta. 106+50, ticket 9304170, truck 9J88 SIEVE ANALYSIS (Cal Test 202) ADDITIONAL TESTS SIEVE SIZE %PASSNG SPECIFICATION TEST RESULT TEST STD 1-1/2" 100 1" 100 100 BITUMEN CONTENT, % (Cal 5.8 _Test _382) 4.6-6.0 3/4" 100 95-100 1/2" 84 0 BULK SPECIFIC GRAVITY (Cal 2.37 _Test _308) 3/8" 72 65-80 No.4 49 45-60 UNIT WEIGHT, PCF (Cal 147.9 _Test _308) 8 36 30-45 16 26 ** STABILOMETER (Cal 32* _Test _366) 35 mm. 30 19 15-25 50 13 ** SWELL (Cal at _Test _305) ** 100 9 ** 200 6.0 3-7 MOISTURE CONTENT, % (Cal Test 370) ** * Denotes deviation from specified limits. NOTE: Distribution: City of Carlsbad! B. Bah / Submitted By: David C. Wilson, RCE# 54734 A Division of Law Engineering and Environmental Services, Inc. 9177 Sky Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 C C) N/A - SAMPLE IDENTIFiCATION N/A LAB NO. N/A SAMPLE LOCATION MD VERIFICATION - 2 HVEEM OR MARSHALL 13869 N..., <TRACTION/ GRADATION 14504 HVEEM DENSITY & STABILOME1TER 13935 MARSHALL DENSITY. STABILITY & FLOW - MAXIMUM THEORETICAL S - - - - SPECIFIC GRAVITY (Rice Graty) 14502 DENSITY OF CORES > 18026 MOISTURE VAPOR SUSCEPTIBILITY 15599 MO1S11JRECONTENTOFASPHALT 18027 SWELL 14505 MARSHALL DENSITY REQ COMPACTION 5800 TENSILE STRENGTH RATIO 51800 MIX DESIGN - HVEEM. WI AGGREGATE 51800 MIX DESIGN - MAR-SHALL WI AGGREGATE 14558 SIEVE ANALYSIS -COARSE 14557 SIEVEANALYSIS - FINE 14497 SAND EQUIVALENT 13780 SPECIFIC GRAVITY - COARSE > > 13781 SPECIFIC GRAVITY .FINE 14559 - - - - PERCENT ABSORPTION 14499 LOS ANGELES ABRASION 13395 SOUNDNESS OF AGGREGATE 10932 FRACTURED FACES 10926 FLAT AND ELONGATED Q