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Sample Record for 2024-05-22-65

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Project Information

Project ID: 993432 DEA: 11423804 EFIS: 1116000061 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-94,125-R9.8/R10.6,12.9/22.3
Work Description: CONSTRUCT INDIVIDUAL SLAB, HMA, RHMA, MODIFY LANDSCAPE AND ELECTRICAL.
Location Description: SAN DIEGO COUNTY ON ROUTE 94 FROM E94/N125 SEPARATION IN LEMON GROVE TO 0.1 MILE EAST OF SPRING STREET UNDERCROSSING IN LA MESA AND ON ROUTE 125 FROM 0.6 MILE SOUTH OF SPRING STREET UNDERCROSSING NEAR LA MESA TO MISSION GORGE ROAD IN SANTEE
Contractor Name: Griffith Company
Contractor Address: 10660 Scrips Ranch Blvd,Ste.100, San Diego, CA, 92131
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-22-65
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: Hot Mix Asphalt
Sample Taken Date: 05/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2024
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: HMA-A
From where was the sample collected: Source
Laboratory sample identification: 0708-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21218080SR MM

Test Results

Test 1 of 3

DIME Test ID: 2024-05-22-65-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 06/04/2024
Date Tested: 05/31/2024
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: Complies - Target - 7.50%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4010.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5566.0 g
Mass of HMA Sample prior to ignition 1555.1 g
Corrected Asphalt Binder Content 7.41 %
Mass Loss 121.5 g
Mass of aggregate remaining after ignition 1433.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.40 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C

Test 2 of 3

DIME Test ID: 2024-05-22-65-2
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: 06/04/2024
Date Tested: 05/31/2024
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: Complies
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 1522.3 grams
Mass of container filled with the sample and water for Sample 1 8373.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.432
Theoretical maximum density at 25°C (77°F) 151.4 lb/ft^3

Test 3 of 3

DIME Test ID: 2024-05-22-65-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/04/2024
Date Tested: 05/31/2024
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: Complies
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 83 %
Cumulative percent passing the #4 sieve 35 %
Cumulative percent passing the #8 sieve 21 %
Cumulative percent passing the #16 sieve 14 %
Cumulative percent passing the #30 sieve 9 %
Cumulative percent passing the #50 sieve 6 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 3.5 %