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Sample Record for 2025-05-20-75

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

Project Information

Project ID: 1000234 DEA: 112N1774 EFIS: 1123000036 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15,52-Var
Work Description: MICRO-SURFACING, HMA, PAVEMENT MARKING AND SHOULDER BACKING.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: GRIFFITH COMPANY
Contractor Address: Unknown
Resident Engineer: Peris Salih Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-05-20-75
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: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 05/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2025
The quantity of what the sample constitutes: 1 bags
A brief description of the sample: Plant Samples
From where was the sample collected: Supplier
Laboratory sample identification: 25-05-20-75-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

Source Identification (SMARA, name of Pit or Job Site): Not Provided
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: 1-1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number: 820801 Otay Val
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2025-05-20-75-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/19/2025
Date Tested: 06/17/2025
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: Does Not Comply
Test Result Compliance: does not comply
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 78 %
Cumulative percent passing the 3/4 in. sieve 70 %
Cumulative percent passing the 1/2 in. sieve 46 %
Cumulative percent passing the 3/8 in. sieve 35 %
Cumulative percent passing the #4 sieve 24 %
Cumulative percent passing the #8 sieve 16 %
Cumulative percent passing the #16 sieve 11 %
Cumulative percent passing the #30 sieve 8 %
Cumulative percent passing the #50 sieve 5 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 2.6 %

Test 2 of 3

DIME Test ID: 2025-05-20-75-2
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: 06/09/2025
Date Tested: 06/06/2025
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: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 88

Test 3 of 3

DIME Test ID: 2025-05-20-75-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/02/2025
Date Tested: 07/01/2025
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: Does Not Comply
Test Result Compliance: does not comply
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 82 %
Cumulative percent passing the 3/4 in. sieve 74 %
Cumulative percent passing the 1/2 in. sieve 50 %
Cumulative percent passing the 3/8 in. sieve 41 %
Cumulative percent passing the #4 sieve 29 %
Cumulative percent passing the #8 sieve 23 %
Cumulative percent passing the #16 sieve 17 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 3 %