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Sample Record for 2026-04-17-29

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Project Information

Project ID: 1001124 DEA: 070W9704 EFIS: 0723000187 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10,60,71-Var
Work Description: METHACRYLATE, POLYESTER OVERLAY, JOINT SEAL REPAIR, AND SPALL REPAIR.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: J. FRANCIS COMPANY
Contractor Address: Unknown
Resident Engineer: Hai Hong Structure Rep.: John-HC Lee

Sample Information

DIME Sample ID: 2026-04-17-29
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: 04/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/21/2026
The quantity of what the sample constitutes: 4 bags Agg, 2 bags RAP
A brief description of the sample: PSUE 1/2" WMA-A-SP R25 0.25% EVO
From where was the sample collected: Manufacturer
Laboratory sample identification: 0197A-26
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fish Canyon Irwindale/ Vulcan Sun Valley/ Ingevity/ VLO

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: 320200W SVA VLO
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test

DIME Test ID: 2026-04-17-29-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/11/2026
Date Tested: 04/22/2026
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: (213) 792-4797
General Comments for this Test: Virgin Aggregate gradation
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 100 %
Cumulative percent passing the 1/2 in. sieve 93 %
Cumulative percent passing the 3/8 in. sieve 80 %
Cumulative percent passing the #4 sieve 52.8 %
Cumulative percent passing the #8 sieve 39 %
Cumulative percent passing the #16 sieve 24 %
Cumulative percent passing the #30 sieve 14 %
Cumulative percent passing the #50 sieve 6 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 2.2 %

Test

DIME Test ID: 2026-04-17-29-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/12/2026
Date Tested: 04/23/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.606
Bulk specific gravity (SSD Basis) 2.653
Apparent specific gravity 2.733
Absorption 1.8 %

Test

DIME Test ID: 2026-04-17-29-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/12/2026
Date Tested: 04/23/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.654
Absorption 1.3 %

Test

DIME Test ID: 2026-04-17-29-4
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: 05/12/2026
Date Tested: 04/23/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 3945 grams
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 21 %

Test

DIME Test ID: 2026-04-17-29-5
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: 05/12/2026
Date Tested: 04/23/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 79

Test

DIME Test ID: 2026-04-17-29-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/12/2026
Date Tested: 04/29/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.606
Average uncompacted voids 45.2 %

Test

DIME Test ID: 2026-04-17-29-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/12/2026
Date Tested: 04/29/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Percentage of fractured, coarse, 2 faced particles tested 100 %
Percentage of fractured, coarse, 1 faced particles tested 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test

DIME Test ID: 2026-04-17-29-8
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: 05/12/2026
Date Tested: 04/29/2026
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: (213) 792-4797
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 0 %
Weighted percentage of particles (by mass) that were not flat and elongated 100 %