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Sample Record for 2025-08-04-64

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Project Information

Project ID: 1001099 DEA: 112N1784 EFIS: 1123000070 QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-8-R0.0R/R10.3
Work Description: MICRO-SURFACING, COLD PLANE AC PAVEMENT, PLACE HMA, AND STRIPING.
Location Description: IMPERIAL COUNTY FROM IMPERIAL COUNTY LINE (R0.0R) TO 98/8 FLYOVER (R10.3) AND 98/8 INTERCHANGE
Contractor Name: INTERMOUNTAIN SLURRY SEAL, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-08-04-64
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 08/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2025
The quantity of what the sample constitutes: 10 bags
A brief description of the sample: JMFV
From where was the sample collected: Supplier
Laboratory sample identification: 25-08-04-64-JMFR
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-13-0057
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: Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number: 2 API
Test results on following page(s): 14

Test Results

Test 1 of 14

DIME Test ID: 2025-08-04-64-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/19/2025
Date Tested: 08/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: not applicable
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 70 %
Cumulative percent passing the 1/2 in. sieve 4 %
Cumulative percent passing the 3/8 in. sieve 2 %
Cumulative percent passing the #4 sieve 2 %
Cumulative percent passing the #8 sieve 2 %
Cumulative percent passing the #16 sieve 2 %
Cumulative percent passing the #30 sieve 2 %
Cumulative percent passing the #50 sieve 2 %
Cumulative percent passing the #100 sieve 2 %
Cumulative percent passing the #200 sieve 1.5 %

Test 2 of 14

DIME Test ID: 2025-08-04-64-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/19/2025
Date Tested: 08/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: not applicable
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 51 %
Cumulative percent passing the 3/8 in. sieve 7 %
Cumulative percent passing the #4 sieve 1 %
Cumulative percent passing the #8 sieve 1 %
Cumulative percent passing the #16 sieve 1 %
Cumulative percent passing the #30 sieve 1 %
Cumulative percent passing the #50 sieve 1 %
Cumulative percent passing the #100 sieve 1 %
Cumulative percent passing the #200 sieve 17.3 %

Test 3 of 14

DIME Test ID: 2025-08-04-64-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/19/2025
Date Tested: 08/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: not applicable
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 100 %
Cumulative percent passing the 3/8 in. sieve 87 %
Cumulative percent passing the #4 sieve 10 %
Cumulative percent passing the #8 sieve 2 %
Cumulative percent passing the #16 sieve 1 %
Cumulative percent passing the #30 sieve 1 %
Cumulative percent passing the #50 sieve 1 %
Cumulative percent passing the #100 sieve 1 %
Cumulative percent passing the #200 sieve 1 %

Test 4 of 14

DIME Test ID: 2025-08-04-64-4
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/19/2025
Date Tested: 08/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
What type of gradation is being tested? Fine Aggregate
Total mass of sample tested 546.7 grams
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 99 %
Cumulative percent passing the #8 sieve 24 %
Cumulative percent passing the #16 sieve 2 %
Cumulative percent passing the #30 sieve 1 %
Cumulative percent passing the #50 sieve 1 %
Cumulative percent passing the #100 sieve 1 %
Cumulative percent passing the #200 sieve 0.4 %

Test 5 of 14

DIME Test ID: 2025-08-04-64-5
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/19/2025
Date Tested: 08/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
What type of gradation is being tested? Fine Aggregate
Total mass of sample tested 532.5 grams
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 100 %
Cumulative percent passing the #8 sieve 94 %
Cumulative percent passing the #16 sieve 73 %
Cumulative percent passing the #30 sieve 55 %
Cumulative percent passing the #50 sieve 34 %
Cumulative percent passing the #100 sieve 16 %
Cumulative percent passing the #200 sieve 7.6 %

Test 6 of 14

DIME Test ID: 2025-08-04-64-8
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: 08/19/2025
Date Tested: 08/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 88

Test 7 of 14

DIME Test ID: 2025-08-04-64-13
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 08/19/2025
Date Tested: 08/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Plastic limit (PL) 1 %

Test 8 of 14

DIME Test ID: 2025-08-04-64-6
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/19/2025
Date Tested: 08/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced
Percentage of questionable, coarse, 2 faced particles tested no data0 %
Percentage of questionable, coarse, 1 faced particles tested no data0 %
Percentage of fractured, coarse, 2 faced particles tested 98 %
Percentage of fractured, coarse, 1 faced particles tested 98 %

Test 9 of 14

DIME Test ID: 2025-08-04-64-7
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: 08/19/2025
Date Tested: 08/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method A
Determination By Number
Dimensional ratio used 5:1
Weighted percentage of particles (by number) that were flat no data0 %
Weighted percentage of particles (by number) that were elongated 0 %
Weighted percentage of particles (by number) that were both flat and elongated 0 %
Weighted percentage of particles (by number) that were neither flat nor elongated 100 %

Test 10 of 14

DIME Test ID: 2025-08-04-64-9
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/19/2025
Date Tested: 08/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk specific gravity 2.654
Bulk specific gravity (SSD Basis) 2.678
Apparent specific gravity 2.720
Absorption 0.9 %

Test 11 of 14

DIME Test ID: 2025-08-04-64-12
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/19/2025
Date Tested: 08/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 45.0 min.
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.654
Average uncompacted voids 45.5 %

Test 12 of 14

DIME Test ID: 2025-08-04-64-11
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: 08/19/2025
Date Tested: 08/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Grading designation B
Mass of sample on No.12 sieve (after 500 revolutions) 4116 grams
Percent loss after 100 revolutions 7 %
Percent loss after 500 revolutions 18 %

Test 13 of 14

DIME Test ID: 2025-08-04-64-10
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/26/2025
Date Tested: 08/21/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Basis for relative density testing Bulk SSD
Specific Gravity 2.732
Absorption 0.9 %

Test 14 of 14

DIME Test ID: 2025-08-04-64-14
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/27/2025
Date Tested: 08/27/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Is an aggregate correction factor used? No
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 94 %
Cumulative percent passing the 3/8 in. sieve 85 %
Cumulative percent passing the #4 sieve 58 %
Cumulative percent passing the #8 sieve 44 %
Cumulative percent passing the #16 sieve 32 %
Cumulative percent passing the #30 sieve 23 %
Cumulative percent passing the #50 sieve 14 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 3.9 %