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Sample Record for 2025-09-27-5

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

Project Information

Project ID: 1001312 DEA: 11432844 EFIS: 1125000219 QA Service Level: 1
DIST-CO-RTE-PM: 11---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Carlos Lopez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-27-5
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: Per Request
Type of Material: Aggregate
Sample Taken Date: 09/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/30/2025
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification: 25-09-27-5-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: 2025-09-27-5-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/16/2025
Date Tested: 10/07/2025
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:
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 86 %
Cumulative percent passing the 3/4 in. sieve 73 %
Cumulative percent passing the 1/2 in. sieve 48 %
Cumulative percent passing the 3/8 in. sieve 39 %
Cumulative percent passing the #4 sieve 30 %
Cumulative percent passing the #8 sieve 25 %
Cumulative percent passing the #16 sieve 18 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 5 %
Cumulative percent passing the #100 sieve 2 %
Cumulative percent passing the #200 sieve 1.4 %

Test 2 of 3

DIME Test ID: 2025-09-27-5-2
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: 10/16/2025
Date Tested: 10/07/2025
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 71

Test 3 of 3

DIME Test ID: 2025-09-27-5-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/16/2025
Date Tested: 10/07/2025
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:
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/8 in. sieve (% passing) no data0 %
Aggregate correction factor for the #4 sieve (% passing) -1.5 %
Aggregate correction factor for the #8 sieve (% passing) -1 %
Aggregate correction factor for the #16 sieve (% passing) -0.5 %
Aggregate correction factor for the #30 sieve (% passing) -2 %
Aggregate correction factor for the #50 sieve (% passing) -1.3 %
Aggregate correction factor for the #100 sieve (% passing) -1 %
Aggregate correction factor for the #200 sieve (% passing) -1.5 %
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 98 %
Cumulative percent passing the #4 sieve 70 %
Cumulative percent passing the #8 sieve 48 %
Cumulative percent passing the #16 sieve 32 %
Cumulative percent passing the #30 sieve 21 %
Cumulative percent passing the #50 sieve 15 %
Cumulative percent passing the #100 sieve 10 %
Cumulative percent passing the #200 sieve 6.2 %