Sample Record for 2026-03-22-11
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995228 DEA: 07347904 EFIS: 0718000123
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-31.2/41.4
Work Description: COLD PLANE, PLACE HMA, RHMA, JPCP, ISR, & REPLACE BRIDGE SLABS.
Location Description: LOS ANGELES FROM WILSHIRE BOULEVARD UNDERCROSSING TO VICTORY BOULEVARD UNDERCROSSING
Contractor Name: RASMUSSEN/VANGUARD
Contractor Address: 28548 Livingston Ave, Valencia , CA,91355-4171
Resident Engineer: Ridwan Salman Structure Rep.: Gon Choi
Sample Information
DIME Sample ID: 2026-03-22-11
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: 03/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2026
The quantity of what the sample constitutes: 4 bags comb agg, 1 bag EA (CRM Scrap and Hi-Nat)
A brief description of the sample: PSUE 3/4" RHMA-G-SP 0.5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0164G-26
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ingevity, Valero, Fish Canyon Irwindale
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-19-0035
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: belt cut at Vulcan Sun Valley
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: 226108M SVA VLO
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test
DIME Test ID: 2026-03-22-11-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/30/2026
Date Tested: 04/01/2026
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: Virgin Aggregate Gradation
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
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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
|
97 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
78 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
67 %
|
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Cumulative percent passing the #4 sieve
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36 %
|
|
Cumulative percent passing the #8 sieve
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19 %
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Cumulative percent passing the #16 sieve
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11 %
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Cumulative percent passing the #30 sieve
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7 %
|
|
Cumulative percent passing the #50 sieve
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4 %
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Cumulative percent passing the #100 sieve
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2 %
|
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Cumulative percent passing the #200 sieve
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1.7 %
|
Test
DIME Test ID: 2026-03-22-11-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/30/2026
Date Tested: 04/03/2026
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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2.619
|
|
Bulk specific gravity (SSD Basis)
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2.651
|
|
Apparent specific gravity
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2.706
|
|
Absorption
|
1.2 %
|
Test
DIME Test ID: 2026-03-22-11-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/30/2026
Date Tested: 04/04/2026
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:
|
Basis for relative density testing
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Bulk
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|
Specific Gravity
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2.665
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|
Absorption
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1.3 %
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Test
DIME Test ID: 2026-03-22-11-4
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: 04/30/2026
Date Tested: 04/06/2026
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:
|
Grading designation
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C
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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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27 %
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Test
DIME Test ID: 2026-03-22-11-5
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: 04/30/2026
Date Tested: 04/06/2026
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
DIME Test ID: 2026-03-22-11-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/30/2026
Date Tested: 04/06/2026
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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What test method is performed?
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Method A
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Bulk dry specific gravity
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2.619
|
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Average uncompacted voids
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45.5 %
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Test
DIME Test ID: 2026-03-22-11-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/30/2026
Date Tested: 04/06/2026
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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1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
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|
Percentage of fractured, coarse, 2 faced particles tested
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100 %
|
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Percentage of fractured, coarse, 1 faced particles tested
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100 %
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Percentage of fractured, fine, 1 faced particles tested
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100 %
|
Test
DIME Test ID: 2026-03-22-11-8
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: 04/30/2026
Date Tested: 04/06/2026
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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5:1
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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 %
|
