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Sample Record for 2023-12-12-30

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Project Information

Project ID: 994102 DEA: 11430644 EFIS: 1119000045 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-905-12.0
Work Description: CONSTRUCT WEIGH-IN-MOTION FACILITY, CRCP, HMA, AND RETAINING WALL.
Location Description: SAN DIEGO COUNTY NEAR SAN DIEGO AT OTAY MESA COMMERCIAL VEHICLE ENFORCEMENT FACILITY
Contractor Name: SEMA Construction
Contractor Address: 42690 Rio Nedo Suite G, Temecula, CA 92590
Resident Engineer: Daniela Gomez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-12-12-30
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 12/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/13/2023
The quantity of what the sample constitutes: 12 boxes 3 bags
A brief description of the sample: 3/4" HMA PSU
From where was the sample collected: Source
Laboratory sample identification: 8315-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

Source Identification (SMARA, name of Pit or Job Site): N/A
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: Stockpile @ 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:
Test results on following page(s): 10

Test Results

Test 1 of 10

DIME Test ID: 2023-12-12-30-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 01/17/2024
Date Tested: 12/19/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 2 Faced and Fine 1 Faced
Percentage of questionable, coarse, 2 faced particles tested 0 %
Percentage of questionable, fine, 1 faced particles tested 0 %
Percentage of fractured, coarse, 2 faced particles tested 99 %
Percentage of fractured, fine, 1 faced particles tested 50 %

Test 2 of 10

DIME Test ID: 2023-12-12-30-2
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: 01/17/2024
Date Tested: 12/19/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method B
Determination By Number
Dimensional ratio used 5:1
Weighted percentage of particles (by number) that were flat and elongated 0 %
Weighted percentage of particles (by number) that were not flat and elongated 0 %

Test 3 of 10

DIME Test ID: 2023-12-12-30-3
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: 01/17/2024
Date Tested: 12/19/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 73

Test 4 of 10

DIME Test ID: 2023-12-12-30-4
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 01/17/2024
Date Tested: 12/19/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Plastic limit (PL) 1 %

Test 5 of 10

DIME Test ID: 2023-12-12-30-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 01/17/2024
Date Tested: 12/19/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk specific gravity 2.631
Bulk specific gravity (SSD Basis) 2.672
Apparent specific gravity 2.745
Absorption 1.6 %

Test 6 of 10

DIME Test ID: 2023-12-12-30-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 01/17/2024
Date Tested: 12/19/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.668
Absorption 1.3 %

Test 7 of 10

DIME Test ID: 2023-12-12-30-7
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: 01/17/2024
Date Tested: 12/19/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation B
Mass of sample on No.12 sieve (after 500 revolutions) 4288 grams
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 14 %

Test 8 of 10

DIME Test ID: 2023-12-12-30-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 01/17/2024
Date Tested: 12/19/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.631
Average uncompacted voids 45 %

Test 9 of 10

DIME Test ID: 2023-12-12-30-9
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/17/2024
Date Tested: 12/18/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
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 100 %
Cumulative percent passing the 3/8 in. sieve 96 %
Cumulative percent passing the #4 sieve 54 %
Cumulative percent passing the #8 sieve 36 %
Cumulative percent passing the #16 sieve 28 %
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 7.1 %

Test 10 of 10

DIME Test ID: 2023-12-12-30-10
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/17/2024
Date Tested: 12/15/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
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 95 %
Cumulative percent passing the 1/2 in. sieve 78 %
Cumulative percent passing the 3/8 in. sieve 58 %
Cumulative percent passing the #4 sieve 42 %
Cumulative percent passing the #8 sieve 28 %
Cumulative percent passing the #16 sieve 17 %
Cumulative percent passing the #30 sieve 13 %
Cumulative percent passing the #50 sieve 6 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 2.6 %