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Sample Record for 2020-06-15-6

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Project Information

Project ID: 213808 DEA: 080N6704 EFIS: 0800000536 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-28.1/37.4
Work Description: CONSTRUCT RAISED MEDIAN AND LEFT TURN LANES.
Location Description: RIVERSIDE COUNTY NEAR HEMET FROM 0.6 MILE EAST OF ROUTE 215 TO 0.4 MILE WEST OF ACACIA AVENUE.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3800 Monroe Street, Indio Ca 92203
Resident Engineer: Nick Truong Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-15-6
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: 06/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2020
The quantity of what the sample constitutes: PSU 6 Bags
A brief description of the sample: 3/4" RHMA-G-SP Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: 0342G-20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: California Commercial Asphalt - Lake Elsinore

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-33-0098
The fabricator's/manufacturer's product name for the sample: 3/4 RHMA-G-SP
The fabricator/manufacturer designation for the sample: Unknown
The plant number: 53418180
A detailed description of where the material sample was collected: Belt Cut at California Commercial Asphalt Lake Elsinore Plant
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2020-06-15-6-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/24/2020
Date Tested: 06/17/2020
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: 9098293029
General Comments for this Test: Combined Virgin Aggregate
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 98 %
Cumulative percent passing the 1/2 in. sieve 86 %
Cumulative percent passing the 3/8 in. sieve 68 %
Cumulative percent passing the #4 sieve 31 %
Cumulative percent passing the #8 sieve 19 %
Cumulative percent passing the #16 sieve 13 %
Cumulative percent passing the #30 sieve 9 %
Cumulative percent passing the #50 sieve 6 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 3.2 %

Test 2 of 8

DIME Test ID: 2020-06-15-6-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/24/2020
Date Tested: 06/21/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 100 %
Weighted average percentage of fractured, coarse, 1 faced particles 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 3 of 8

DIME Test ID: 2020-06-15-6-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/24/2020
Date Tested: 06/18/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk SSD
Specific Gravity 2.633
Absorption 1 %

Test 4 of 8

DIME Test ID: 2020-06-15-6-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 06/24/2020
Date Tested: 06/18/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.503
Bulk specific gravity (SSD Basis) 2.558
Apparent specific gravity 2.647
Absorption 2.2 %

Test 5 of 8

DIME Test ID: 2020-06-15-6-5
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: 06/24/2020
Date Tested: 06/18/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation B
Mass of sample on No.12 sieve (after 500 revolutions) 4254 grams
Percent loss after 100 revolutions 2 %
Percent loss after 500 revolutions 15 %

Test 6 of 8

DIME Test ID: 2020-06-15-6-6
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: 06/24/2020
Date Tested: 06/18/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 72

Test 7 of 8

DIME Test ID: 2020-06-15-6-7
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: 06/24/2020
Date Tested: 06/21/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method B
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat and elongated 1 %
Weighted percentage of particles (by mass) that were not flat and elongated 99 %

Test 8 of 8

DIME Test ID: 2020-06-15-6-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/24/2020
Date Tested: 06/21/2020
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.503
Average uncompacted voids 46.7 %