Sample Record for 2019-07-20-2
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Project Information
Project ID: 209141 DEA: 07215954 EFIS: 0700001835
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-0.0/7.6
Work Description: WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location Description: LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Thang Ton Structure Rep.: Amare Tsagie
Sample Information
DIME Sample ID: 2019-07-20-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 07/20/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2019
The quantity of what the sample constitutes: JMF 4 bags
A brief description of the sample: 1/2 RHMA-G-SP
From where was the sample collected: Manufacturer
Laboratory sample identification: 0434G-19
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fish Canyon - Irwindale
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample: 1/2 RHMA-G-SP
The fabricator/manufacturer designation for the sample: 326120A IRW VAL
The plant number: Unknown
A detailed description of where the material sample was collected: Belt Cut at Vulcan Irwindale Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2019-07-20-2-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/07/2019
Date Tested: 08/26/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
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HMA Gradation
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|
Cumulative percent passing the 1 1/2 in. sieve
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100 %
|
|
Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
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100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
95 %
|
|
Cumulative percent passing the 3/8 in. sieve
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86 %
|
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Cumulative percent passing the 1/4 in. sieve
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58 %
|
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Cumulative percent passing the #4 sieve
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41 %
|
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Cumulative percent passing the #8 sieve
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23 %
|
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Cumulative percent passing the #16 sieve
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14 %
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Cumulative percent passing the #30 sieve
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10 %
|
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Cumulative percent passing the #50 sieve
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7 %
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Cumulative percent passing the #100 sieve
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5 %
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Cumulative percent passing the #200 sieve
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3.7 %
|
Test 2 of 8
DIME Test ID: 2019-07-20-2-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/22/2019
Date Tested: 08/27/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Method
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2 - Individual Fracture Determination
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|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
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Weighted average percentage of fractured, coarse, 2 faced particles
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99 %
|
|
Weighted average percentage of fractured, coarse, 1 faced particles
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100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
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100 %
|
Test 3 of 8
DIME Test ID: 2019-07-20-2-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/22/2019
Date Tested: 07/30/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Basis for relative density testing
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Bulk
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Specific Gravity
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2.681
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Absorption
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1 %
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Test 4 of 8
DIME Test ID: 2019-07-20-2-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/22/2019
Date Tested: 08/01/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
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2.601
|
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Bulk specific gravity (SSD Basis)
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2.657
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Apparent specific gravity
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2.754
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Absorption
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2.1 %
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Test 5 of 8
DIME Test ID: 2019-07-20-2-5
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Verified Date: 08/22/2019
Date Tested: 08/27/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Grading designation
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C
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|
Mass of sample on No.12 sieve (after 500 revolutions)
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3732 grams
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Percent loss after 100 revolutions
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6 %
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Percent loss after 500 revolutions
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25 %
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Test 6 of 8
DIME Test ID: 2019-07-20-2-6
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 08/07/2019
Date Tested: 07/29/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 7 of 8
DIME Test ID: 2019-07-20-2-7
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 08/22/2019
Date Tested: 07/27/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Method
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B
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Determination
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By Mass
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Dimensional ratio used
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1:5
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Weighted percentage of particles (by mass) that were flat and elongated
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3 %
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Weighted percentage of particles (by mass) that were not flat and elongated
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97 %
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Test 8 of 8
DIME Test ID: 2019-07-20-2-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/22/2019
Date Tested: 07/27/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
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Method A
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Bulk dry specific gravity
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2.601
|
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Average uncompacted voids
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45.8 %
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