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Sample Record for 2024-05-13-42

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Project Information

Project ID: 993811 DEA: 11422304 EFIS: 1115000180 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-78-0.3/R16.0
Work Description: CULVERT REPAIRS, COLD PLANE, RHMA-G, MODIFY LANDSCAPE AND ELECTRICAL.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROUTE 78/5 SEPARATION TO 0.5 MILE WEST OF ROUTE 15/78 SEPARATION
Contractor Name: HAZARD CONSTRUCTION COMPANY
Contractor Address: 10529 Vine Streeet, Lakeside, CA 92040
Resident Engineer: Ramesh Narahari Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-13-42
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: 05/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: 1/2" RHMA-PSU
From where was the sample collected: Supplier
Laboratory sample identification: 0510-PSU
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 on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-05-13-42-2
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: 05/22/2024
Date Tested: 05/15/2024
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 4006.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5571.3 g
Mass of HMA Sample prior to ignition 1564.4 g
Corrected Asphalt Binder Content 7.71 %
Mass Loss 129.1 g
Mass of aggregate remaining after ignition 1435.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.54 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2024-05-13-42-3
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 05/22/2024
Date Tested: 05/15/2024
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 Ran 2 Tests for RICE 1) 2.408 2) 2.409
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 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 1 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1553.2 grams
Mass of container filled with the sample and water for Sample 1 8385.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.408
Theoretical maximum density at 25°C (77°F) 149.9 lb/ft^3

Test 3 of 6

DIME Test ID: 2024-05-13-42-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/22/2024
Date Tested: 05/20/2024
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 = 4.0%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.1 %
Percent Air Voids 2 3.3 %
Percent Air Voids 3 3.2 %
Percent Air Voids Average 3.2 %

Test 4 of 6

DIME Test ID: 2024-05-13-42-5
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 05/22/2024
Date Tested: 05/15/2024
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 - 4.0 % V1 - 3.1 / V2 - 3.3 / V3 - 3.2
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.332
Bulk Specific Gravity 2 2.330
Bulk Specific Gravity 3 2.331
Average Bulk Specific Gravity 2.331

Test 5 of 6

DIME Test ID: 2024-05-13-42-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/22/2024
Date Tested: 05/28/2024
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: Does not Comply Target WET>70 and DRY>100
Test Result Compliance: does not comply
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 78 psi
Average Wet Tensile Strength 53 psi
Tensile Strength Ratio 0.68

Test 6 of 6

DIME Test ID: 2024-05-13-42-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/22/2024
Date Tested: 05/21/2024
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 < 12.2 mm
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive Yes 1%
Stripping Inflection Point (Wheel A) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 4.92 mm
Maximum impression at 5000 passes (right wheel) 5.16 mm
Average impression at 5000 passes (left/right avg) 5.04 mm
Maximum impression at 10000 passes (left wheel) 5.52 mm
Maximum impression at 10000 passes (right wheel) 5.59 mm
Average impression at 10000 passes (left/right avg) 5.56 mm
Maximum impression at 15000 passes (left wheel) 5.96 mm
Maximum impression at 15000 passes (right wheel) 5.91 mm
Average impression at 15000 passes (left/right avg) 5.94 mm
Maximum impression at 20000 passes (left wheel) 6.3 mm
Maximum impression at 20000 passes (right wheel) 6.36 mm
Average impression at 20000 passes (left/right avg) 6.33 mm
Average impression at 25000 passes (left/right avg) no data