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HomeMy WebLinkAbout3305; ALGA ROAD STRIPING PLAN; PHYSICAL PROPERTIES OF AGGREGATES;LAW/CRANDALL, INC. ENGINEERING AND ENVIRONMENTAL SERVICES f;;1 4 ; CITY OF CARLSBAD PHYSICAL PROPERTIES OF AGGREGATES PROJECT: Alga Road Chip Seal LAB NO.: 6877 JOB NO.: 41-5-0396.08 LOCATION: Sun J. Harris Plant, SAMPLED BY: J. Garcia DATE: 08/13/96 stockpile SUBMITTED BY: J. Garcia DATE: 08/13/96 TYPE: 3/8" chip seal agg. AUTHORIZED BY: Tony DATE: 08/13/96 SOURCE: from grade REVIEWED BY: L. Collins REPORT DATE: 08/20/96 MIX: SIEVE SIZE % PASSING SPECIFICATION TEST RESULT SPECIFICATION TEST STD1 4" Caltrans Dry Rodded Unit Weight, pcf C29 3" 37-1.02 Lightweight Pieces, % C123 2" 3/8"x#6 Clay Lumps & Friable Particles C142 1-1/2" Organic Impurities C40 1-1/8" Sand Equivalent Value C2419 C 131 I" Resistance to , Abrasion % Wear, 100 rev 3/4" % Wear, 500 rev Grading 1/2" 100 100 %Wear, rev %Wear, 1000 rev C535 3/8" 96 90-100 Grading 114" R-Value No. 4 IS 5-30 Fractured Faces, % by WtJCnt. 8 3 0-10 Liquid Limit/ Plasticity Index / / D4318 10 Cleanness Value Calif227 16 2 0-5 Moisture Density Relations Max Dry Densicy.pfc ( ) D698 ( ) D1557 ( ) AASHTO T99 ( ) AASHTO 1180 30 1 Optimum Moisture% 40 Method 50 0.7 Specific Gravity Absorption, % ( )C127 ( )C123 100 0.4 Bulk (Dry) 200 0.3 0-2 Bulk(SSD) Apparent - ASTM C-136, CI 17 Distribution: City of Carlsbad/ D. Cook Submitted By: .~U~L David C. Wilson, RCE #54734 mazeriallforms'aggprop.doc 9177 SKY PARK CT.' SAN DIEGO, CA 92123 (619) 278.3600 • FAX (619) 278-5300 LAW/CRANDALL, INC. ENGINEERING AND ENVIRONMENTAL SERVICES ,- %.,. ., [SEP - 4 1996 CITY OF CARLSBAD -. 2— PHYSICAL PROPERTIES OF AGGREGA PROJECT: Valley Rd. & Magnolia LAB NO.: 6885 JOB NO.: 41-5-0396.09 LOCATION: SAMPLED BY: A. Cordice DATE: 08/19/96 SUBMITTED BY: A. Cordice DATE: 08/19/96 TYPE: Aggregate Base AUTHORIZED BY: A. Ludwig DATE: 08/19/96 SOURCE: from grade REVIEWED BY: L. Collins REPORT DATE: 08/23/96 MIX: SIEVE . SIZE % PASSING SPECIFICATION TEST RESULT SPECIFICATION TEST STD 4" Caltrans Dry Rodded Unit Weight, pcf C29 3" 200-2.2.2 Lightweight Pieces, % C123 2" Clay Lumps & Friable Particles C142 1-1/2" 100 Organic Impurities C40 1-1/8" Sand Equivalent Value 4l 50 mm. C2419 C131 1" 100 Resistance to Abrasion %Wear, 100 rev 3/4" 96 90-100 % Wear, 500 rev Grading 1/2" 78 % Wear, rev %Wear, 1000 rev C535 3/8" 72 50-80 Grading 1/4" R-Value No. 4 54 35-55 Fractured Faces, % by Wt./Cnt. 8 38 Liquid Limit/ Plasticity Index / / D4318 10 Cleanness Value CaIif227 16 26 Moisture Density Relations I Max Dry Density,pfc ( ) D698 ( ) D1557 ( ) AASHTO T99 ( ) AASHTO T180 30 19 10-30 Optimum Moisture% 40 . Method 50 14 Specific Gravity Absorption, % ( ) C127 ( )C128 100 II Bulk (Dry) 200 Mq rA I2-9 Bulk (SSD) Apparent ASTM C-136, C117 Distribution: City of Carlsbad/ D. Cook Submitted By: David C. Wilson, RCE #54734 materiaIformsIaggprop.doc 9177 SKY PARK CT.' SAN DIEGO, CA 92123 (619)278.3600 • FAX (619) 278.5300 CN'ELNCCMANI1S 00 LAW/CRANDALL, INC. Ak ENGINEERING AND ENVIRONMENTAL SERVICES N4996j CITY CF CARLSBAD PHYSICAL PROPERTIES OF AGGREG PROJECT: Alga Road Chip Seal LAB NO.: 6877 JOB NO.: 41-5-03 96.08 LOCATION: Sim J. Harris Plant, SAMPLED BY: J. Garcia DATE: 08/13/96 stockpile SUBMITTED BY: J. Garcia DATE: 08/13/96 TYPE: 3/8" chip seal agg. AUTHORIZED BY: Tony DATE: 08/13/96 SOURCE: from grade REVIEWED BY: L. Collins REPORT DATE: 08/20/96 MIX: SIEVE SIZE % PASSING 1 SPECIFICATION j 11 TEST 1 RESULT SPECIFICATION TEST STD 4" Caltrans _______________ Dry Rodded Unit Weight, pcf C29 3" 37-1.02 Lightweight Pieces, % C123 2" 3/8"x#6 Clay Lumps & Friable Particles C142 1-1/2" Organic Impurities C40 Sand Equivalent Value C2419 CI 31 I" Resistance to Abrasion % Wear, 100 rev 3/4" % Wear, 500 rev Grading 1/2" 100 100 % Wear, rev i %Wear, 1000 rev C535 3/8" 96 90-100 Grading 1/4" R.-Value No. 4 IS 5-30 Fractured Faces, % by WtiCnt. 8 3 0-10 Liquid Limit/Plasticity Index / I D4318 10 Cleanness Value Calit227 16 2 0-5 Moisture Density Relations Max Dry Density.pfc ( ) D698 ( ) D1557 ( ) AASHTO T99 ( ) AASHTO T180 30 1 Optimum Moisture% 40 Method 50 0.7 Specific Gravity Absorption, % ( )C127 ( )C128 100 0.4 Bulk (Dry) 200 0.3 0-2 Bulk (SSD) Apparent ASTM C-136, C 117 Distribution: City of Carlsbad/ D. Cook Submitted By: David C. Wilson, RCE #54734 ma:eria!%forntslaggprop.doc 9177 SKY PARK CT. - SAN DIEGO, CA 92123 (619) 278-3600 • FAX (619) 278-5300 cNEccT14!IAwcay,AN115 Ca LAW/CRANDALL, INC. 1 AUG 20 1996 ENGINEERING AND ENVIRONMENTAL SERVICES [ CITY OF CARLS3f0 ..GINEERING. DEPLc PHYSICAL PROPERTIES OF AGGREGATES PROJECT: Alga Road Chip Seal LAB NO.: 6831 JOB NO.: 41-5-0396.08 LOCATION: Sim J. Harris Plant, SAMPLED BY: G. Goodman DATE: 08/06/96 stockpile SUBMITTED BY: G. Goodman DATE: 08/06/96 TYPE: 3/8" chip seal agg. AUTHORIZED BY: Tony DATE: 08/05/96 SOURCE: stockpile REVIEWED BY: L. Collins REPORT DATE: 08/15/96 MIX: SIEVE ,SIZE % PASSING SPECIFICATION TEST ] RESULT SPECIFICATION TEST STD 4" Caltrans Dry Rodded Unit Weight, pcf _____ C29 3" 37-1.02 Lightweight Pieces, % C123 2" 3/8"06 Clay Lumps & Friable Particles C 14 1-1/2" Organic Impurities C40 1-1/8" Sand Equivalent Value C2419 C131 I" Resistance to Abrasion %Wear, 100 rev 4.1 10 max. 3/4" 100 % Wear, 500 rev 18.2 40 max. Grading 100 100 %Wear, rev I %Wear, 1000 rev C535 3/8" 98 90-100 Grading 1/4" R-Value No. 4 19 5-30 Fractured Faces, % by Wt./Cnt. 8 4 0-10 Liquid Limit/ Plasticity Index / / D43 18 10 Cleanness Value Ca1if227 16 3 0-5 Moisture Density Relations Max Dry Density,pfc ( ) D698 ( ) D1557 ( ) AASHTO T99 ( ) AASHTO T180 30 3 Optimum Moisturc% 40 Method 50 3 Specific Gravity Absorption, % ( )C127 ( ) C128 100 2 Bulk (Dry) 200 1.5 0-2 Bulk (SSD) Apparent ASTM C-136, C117 Distribution: City of Carlsbad! D. Cook Submitted By: David C. Wilson, RCE #54734 inareriaIformsiaggprop.doc 9117 SKY PARK CT.. SAN DIEGO, CA 92123 (619) 278.3600• FAX (619) 278-5300 ONE OMLAWCOY1A1lIES ia A /IL -~:M.7~ ~ LAW/CRANDALL, INC. I E ENGINEERING AND ENVIRONMENTAL SERVICES 2 0 1996 / CITY OF cARLSBA PHYSICAL PROPERTIES OF AGGREGATEQIN PARTNr PROJECT: Alga Road Chip Seal LAB NO.: 6831 JOB NO.: .41-5-0396.08 LOCATION: Sim J. Harris Plant, SAMPLED BY: G. Goodman DATE: 08/06/96 stockpile SUBMITTED BY: G. Goodman DATE: 08/06/96 TYPE: 3/8" chip seal agg. AUTHORIZED BY: Tony DATE: 08/05/96 SOURCE: stockpile REVIEWED BY: L. Collins REPORT DATE: 08/15/96 MIX: SIEVE % PASSING SPECIFICATION SIZE ii TEST RESULT SPECIFICATION TEST STD 4" Caltrans Dry Rodded Unit Weight, pcf C29 3" 37-1.02 Lightweight Pieces, % C123 2" 3/8"06 Clay Lumps & Friable Particles C 142 Organic Impurities C40 Sand Equivalent Value C2419 C131 1" Resistance . to Abrasion %Wear, 100 rev 4.1 10 max. 3/4" 100 % Wear, 500 rev 18.2 40 max. Grading 100 100 %Wear, •rev %Wear, 1000 rev C535 3/8" 98 90-100 Grading 1/4" R-Value No. 4 19 5-30 Fractured Faces, % by WtJCnt. 8 4 0-10 Liquid Limit/Plasticity Index / / D4318 ID Cleanness Value CaIit227 16 3 0-5 Moisture Density Relations Max Dry Dcnsity,pfc ( ) D698 ( ) D1557 ( ) AASHTO T99 ( ) AASHTO T180 30 3 Optimum Moisture% 40 Method 50 3 Specific Gravity Absorption, % ( ) C127 ( )C128 100 2 Bulk (Dry) 200 1.5 0-2 Bulk (SSD) Apparent ASTM C-136, C117 Distribution: City of Carlsbad/ D. Cook ~2 = Submitted By: _____________________________________ David C. Wilson, RCE #54734 ma:eriallformslaggprop.doc 9177 SKY PARK CT. • SAN DIEGO, CA 92123 (619) 2154600• FAX (519) 2185300 ONEII*LAWCGIANIE5 G