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Sample Record for 2024-12-17-46

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Project Information

Project ID: 1000187 DEA: 112N1674 EFIS: 1122000280 QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-86-R34.8/64.1
Work Description: POLYESTER CONCRETE OVERLAY, APPLY METHACRYLATE,& JOINT SEALS.
Location Description: IMPERIAL COUNTY AT VARIOUS LOCATIONS FROM TRIFOLIUM CANAL BRIDGE (58-0017) TO GODETIA DITCH BRIDGE (58-0067)
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W 23RD ST, TEMPE AZ 85282
Resident Engineer: Guillermo Sillas Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-12-17-46
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: Hot Mix Asphalt
Sample Taken Date: 12/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/20/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: PSU
From where was the sample collected: Supplier
Laboratory sample identification: 1501-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 39
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-12-17-46-1
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: 01/15/2025
Date Tested: 12/23/2024
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 Target $.50% Tested 4.35%
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 g
Mass of the specimen and specimen basket assembly prior to ignition 5551.5 g
Mass of HMA Sample prior to ignition 1541.5 g
Corrected Asphalt Binder Content 4.35 %
Mass Loss 70.8 g
Mass of aggregate remaining after ignition 1470.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.24 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2024-12-17-46-2
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: 01/15/2025
Date Tested: 12/23/2024
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 Target 2.521 Tested 2.514
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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 1546.2 grams
Mass of container filled with the sample and water for Sample 1 8406.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.514
Theoretical maximum density at 25°C (77°F) 156.5 lb/ft^3

Test 3 of 6

DIME Test ID: 2024-12-17-46-3
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: 01/15/2025
Date Tested: 12/23/2024
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 Target 5.0% Air Voids tested Avg of 5.1% Air Voids
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.387
Bulk Specific Gravity 2 2.383
Bulk Specific Gravity 3 2.383
Average Bulk Specific Gravity 2.384

Test 4 of 6

DIME Test ID: 2024-12-17-46-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/15/2025
Date Tested: 12/23/2024
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 Target 5.0% Air Voids Tested Avg of 5.2% Air Voids
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.1 %
Percent Air Voids 2 5.2 %
Percent Air Voids 3 5.2 %
Average Percent Air Voids 5.2 %

Test 5 of 6

DIME Test ID: 2024-12-17-46-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/15/2025
Date Tested: 12/31/2024
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 Target WET > 70psi and DRY > 100psi tested WET 104psi and DRY 140psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 140 psi
Average Wet Tensile Strength 104 psi
Tensile Strength Ratio 0.74

Test 6 of 6

DIME Test ID: 2024-12-17-46-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/15/2025
Date Tested: 12/24/2024
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 Target < 12.7 mm Tested 8.79 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 131 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 2.54 mm
Maximum impression at 5000 passes (right wheel) 1.85 mm
Average impression at 5000 passes (left/right avg) 2.2 mm
Maximum impression at 10000 passes (left wheel) 5.08 mm
Maximum impression at 10000 passes (right wheel) 3.7 mm
Average impression at 10000 passes (left/right avg) 4.39 mm
Maximum impression at 15000 passes (left wheel) 7.62 mm
Maximum impression at 15000 passes (right wheel) 5.55 mm
Average impression at 15000 passes (left/right avg) 6.59 mm
Maximum impression at 20000 passes (left wheel) 10.14 mm
Maximum impression at 20000 passes (right wheel) 7.38 mm
Average impression at 20000 passes (left/right avg) 8.76 mm
Average impression at 25000 passes (left/right avg) no data