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Sample Record for 2023-06-14-46

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Project Information

Project ID: 215666 DEA: 11430564 EFIS: 1119000015 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-67-R6.0/24.4
Work Description: COLD PLANE, RHMA OVERLAY AND HFST, AND INSTALL CHANNELIZERS.
Location Description: SAN DIEGO COUNTY NEAR LAKESIDE AND RAMONA FROM 0.2 MILE NORTH OF SAN DIEGO RIVER BRIDGE TO ROUTE 78
Contractor Name: ATP General Engineering
Contractor Address: 4211 Ponderosa Ave, Suite C, San Diego, CA 92123
Resident Engineer: Victor Mercado Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-14-46
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: 06/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2023
The quantity of what the sample constitutes: 12 boxes 3 bags
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Supplier
Laboratory sample identification: 7207-JMFR
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Lakeside

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: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 11

DIME Test ID: 2023-06-14-46-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/11/2023
Date Tested: 06/22/2023
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 100 %

Test 2 of 11

DIME Test ID: 2023-06-14-46-3
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: 07/11/2023
Date Tested: 06/22/2023
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 11

DIME Test ID: 2023-06-14-46-4
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: 07/11/2023
Date Tested: 06/22/2023
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 74

Test 4 of 11

DIME Test ID: 2023-06-14-46-5
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 07/11/2023
Date Tested: 06/22/2023
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) 2 %

Test 5 of 11

DIME Test ID: 2023-06-14-46-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/11/2023
Date Tested: 06/22/2023
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 2.565
Bulk specific gravity (SSD Basis) 2.607
Apparent specific gravity 2.679
Absorption 1.7 %

Test 6 of 11

DIME Test ID: 2023-06-14-46-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/11/2023
Date Tested: 06/22/2023
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 2.742
Absorption 0.9 %

Test 7 of 11

DIME Test ID: 2023-06-14-46-8
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: 07/11/2023
Date Tested: 06/22/2023
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 C
Mass of sample on No.12 sieve (after 500 revolutions) 4137 grams
Percent loss after 100 revolutions 5 %
Percent loss after 500 revolutions 17 %

Test 8 of 11

DIME Test ID: 2023-06-14-46-11
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/11/2023
Date Tested: 06/22/2023
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: RAP
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1529.0 grams
Mass of container filled with the sample and water for Sample 1 8386.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.467
Theoretical maximum density at 25°C (77°F) 153.6 lb/ft^3

Test 9 of 11

DIME Test ID: 2023-06-14-46-12
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/11/2023
Date Tested: 06/22/2023
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 100 %
Cumulative percent passing the 1/2 in. sieve 94 %
Cumulative percent passing the 3/8 in. sieve 81 %
Cumulative percent passing the #4 sieve 59 %
Cumulative percent passing the #8 sieve 45 %
Cumulative percent passing the #16 sieve 29 %
Cumulative percent passing the #30 sieve 18 %
Cumulative percent passing the #50 sieve 11 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 6.4 %

Test 10 of 11

DIME Test ID: 2023-06-14-46-13
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/11/2023
Date Tested: 06/22/2023
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? Yes
Aggregate correction factor for the 2 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -0.4 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.3 %
Aggregate correction factor for the #4 sieve (% passing) -1.9 %
Aggregate correction factor for the #8 sieve (% passing) -2.2 %
Aggregate correction factor for the #16 sieve (% passing) -1.9 %
Aggregate correction factor for the #30 sieve (% passing) -1.5 %
Aggregate correction factor for the #50 sieve (% passing) -0.6 %
Aggregate correction factor for the #100 sieve (% passing) 0.1 %
Aggregate correction factor for the #200 sieve (% passing) 0.6 %
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 97 %
Cumulative percent passing the 3/8 in. sieve 91 %
Cumulative percent passing the #4 sieve 68 %
Cumulative percent passing the #8 sieve 53 %
Cumulative percent passing the #16 sieve 41 %
Cumulative percent passing the #30 sieve 31 %
Cumulative percent passing the #50 sieve 21 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 9.0 %

Test 11 of 11

DIME Test ID: 2023-06-14-46-14
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/11/2023
Date Tested: 06/22/2023
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 2.565
Average uncompacted voids 45.2 %