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Sample Record for 2024-06-18-70

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Project Information

Project ID: 995013 DEA: 11424804 EFIS: 1116000068 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-54-0/6.4
Work Description:
Location Description:
Contractor Name: HAZARD CONSTRUCTION ENGR LLC
Contractor Address: 10529 Vine Street, Lakeside, CA 92040
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-18-70
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: 06/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2024
The quantity of what the sample constitutes: 2 Bags
A brief description of the sample: PSU
From where was the sample collected: Source
Laboratory sample identification: 0303-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-33-0027
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: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 9

DIME Test ID: 2024-06-18-70-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/26/2024
Date Tested: 06/25/2024
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:
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 95 %
Cumulative percent passing the 3/8 in. sieve 86 %
Cumulative percent passing the #4 sieve 35 %
Cumulative percent passing the #8 sieve 22 %
Cumulative percent passing the #16 sieve 19 %
Cumulative percent passing the #30 sieve 13 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 1.3 %

Test 2 of 9

DIME Test ID: 2024-06-18-70-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 06/26/2024
Date Tested: 06/25/2024
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:
Bulk specific gravity 2.380
Bulk specific gravity (SSD Basis) 2.604
Apparent specific gravity 3.064
Absorption 9.4 %

Test 3 of 9

DIME Test ID: 2024-06-18-70-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/26/2024
Date Tested: 06/25/2024
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:
Basis for relative density testing Bulk
Specific Gravity 2.434
Absorption 4.5 %

Test 4 of 9

DIME Test ID: 2024-06-18-70-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/26/2024
Date Tested: 06/25/2024
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:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 2 Faced
Percentage of questionable, coarse, 2 faced particles tested no data0 %
Percentage of fractured, coarse, 2 faced particles tested 99 %

Test 5 of 9

DIME Test ID: 2024-06-18-70-3
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: 06/26/2024
Date Tested: 06/25/2024
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:
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 1.3 %
Weighted percentage of particles (by number) that were neither flat nor elongated 98.7 %

Test 6 of 9

DIME Test ID: 2024-06-18-70-4
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 06/26/2024
Date Tested: 06/25/2024
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:
Plastic limit (PL) 1 %

Test 7 of 9

DIME Test ID: 2024-06-18-70-5
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: 06/26/2024
Date Tested: 06/25/2024
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 8 of 9

DIME Test ID: 2024-06-18-70-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/26/2024
Date Tested: 06/25/2024
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: Fails
Test Result Compliance: does not comply
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.38
Average uncompacted voids 39.6 %

Test 9 of 9

DIME Test ID: 2024-06-18-70-8
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: 06/26/2024
Date Tested: 06/25/2024
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:
Grading designation D
Mass of sample on No.12 sieve (after 500 revolutions) 3785 grams
Percent loss after 100 revolutions 12 %
Percent loss after 500 revolutions 24 %