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Sample Record for 2025-10-25-12

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1001808 DEA: 113A7994 EFIS: 1124000211 MINOR: 11A4082 QA Service Level: 1
DIST-CO-RTE-PM: 11---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-10-25-12
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: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 10/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2025
The quantity of what the sample constitutes: 4 Bag
A brief description of the sample: Reduced PSU
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-37-0036
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: 23418180AH MM
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2025-10-25-12-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/03/2025
Date Tested: 11/26/2025
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:
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 84 %
Cumulative percent passing the 3/8 in. sieve 67 %
Cumulative percent passing the #4 sieve 31 %
Cumulative percent passing the #8 sieve 23 %
Cumulative percent passing the #16 sieve 15 %
Cumulative percent passing the #30 sieve 10 %
Cumulative percent passing the #50 sieve 6 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 3.6 %

Test 2 of 9

DIME Test ID: 2025-10-25-12-1
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: 12/03/2025
Date Tested: 11/26/2025
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 71

Test 3 of 9

DIME Test ID: 2025-10-25-12-8
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 12/03/2025
Date Tested: 11/26/2025
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 4 of 9

DIME Test ID: 2025-10-25-12-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 12/03/2025
Date Tested: 11/26/2025
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 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 98.5 %
Weighted average percentage of fractured, coarse, 1 faced particles 98.8 %

Test 5 of 9

DIME Test ID: 2025-10-25-12-4
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: 12/03/2025
Date Tested: 11/26/2025
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 5 %
Weighted percentage of particles (by number) that were neither flat nor elongated 95 %

Test 6 of 9

DIME Test ID: 2025-10-25-12-9
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: 12/03/2025
Date Tested: 11/26/2025
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:
Grading designation A
Mass of sample on No.12 sieve (after 500 revolutions) 4419 grams
Percent loss after 100 revolutions 6 %
Percent loss after 500 revolutions 12 %

Test 7 of 9

DIME Test ID: 2025-10-25-12-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 12/03/2025
Date Tested: 11/26/2025
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:
Basis for relative density testing Bulk SSD
Specific Gravity 2.749
Absorption 0.9 %

Test 8 of 9

DIME Test ID: 2025-10-25-12-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 12/03/2025
Date Tested: 11/26/2025
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:
Bulk specific gravity 2.614
Bulk specific gravity (SSD Basis) 2.645
Apparent specific gravity 2.696
Absorption 1.2 %

Test 9 of 9

DIME Test ID: 2025-10-25-12-7
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 12/03/2025
Date Tested: 11/26/2025
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:
What test method is performed? Method A
Bulk dry specific gravity 2.614
Average uncompacted voids 45.5 %