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Sample Record for 2025-08-04-63

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Project Information

Project ID: 1001099 DEA: 112N1784 EFIS: 1123000070 QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-8-R0.0R/R10.3
Work Description: MICRO-SURFACING, COLD PLANE AC PAVEMENT, PLACE HMA, AND STRIPING.
Location Description: IMPERIAL COUNTY FROM IMPERIAL COUNTY LINE (R0.0R) TO 98/8 FLYOVER (R10.3) AND 98/8 INTERCHANGE
Contractor Name: INTERMOUNTAIN SLURRY SEAL, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-08-04-63
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: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMFV
From where was the sample collected: Supplier
Laboratory sample identification: 25-08-04-63-JMFR
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 2 API
Binder content (%): 4.5
Virgin binder PG: PG 70-10
Design binder PG: PG 70-10
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type: -
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-08-04-63-1
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: 08/26/2025
Date Tested: 08/26/2025
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: Target 4.5%, Save for T30
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 4014.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6052.6 g
Mass of HMA Sample prior to ignition 2038.1 g
Corrected Asphalt Binder Content 4.57 %
Mass Loss 98.4 g
Mass of aggregate remaining after ignition 1939.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.26 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test 2 of 6

DIME Test ID: 2025-08-04-63-2
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: 08/19/2025
Date Tested: 08/13/2025
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 2.528 Tested 2.511 Within the 0.24 Spec
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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 2512.2 grams
Mass of container filled with the sample and water for Sample 1 8987.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.511
Theoretical maximum density at 25°C (77°F) 156.3 lb/ft^3

Test 3 of 6

DIME Test ID: 2025-08-04-63-3
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: 08/19/2025
Date Tested: 08/18/2025
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: Does Not Comply - Target Spec is LOW & HIGH pucks test within 0.008 Gmb of each other . Tested LOW - 2.379 Gmb and HIGH - 2.392 Gmb
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 2.392
Bulk Specific Gravity 2 2.388
Bulk Specific Gravity 3 2.379
Average Bulk Specific Gravity 2.386

Test 4 of 6

DIME Test ID: 2025-08-04-63-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/19/2025
Date Tested: 08/18/2025
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% +/- 1.5% . Tested 5.0% Avg. Height Complies with an Avg of 114.5 mm
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.7 %
Percent Air Voids 2 4.9 %
Percent Air Voids 3 5.3 %
Average Percent Air Voids 5 %

Test 5 of 6

DIME Test ID: 2025-08-04-63-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/19/2025
Date Tested: 08/19/2025
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 WET Target > 70 psi & DRY > 100 psi / Tested WET - 178 psi & DRY - 261 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 261 psi
Average Wet Tensile Strength 178 psi
Tensile Strength Ratio 0.68

Test 6 of 6

DIME Test ID: 2025-08-04-63-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/19/2025
Date Tested: 08/15/2025
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 an Avg of 1.74 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 55 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) 1.52 mm
Maximum impression at 5000 passes (right wheel) 0.82 mm
Average impression at 5000 passes (left/right avg) 1.17 mm
Maximum impression at 10000 passes (left wheel) 1.64 mm
Maximum impression at 10000 passes (right wheel) 1.12 mm
Average impression at 10000 passes (left/right avg) 1.38 mm
Maximum impression at 15000 passes (left wheel) 1.74 mm
Maximum impression at 15000 passes (right wheel) 1.4 mm
Average impression at 15000 passes (left/right avg) 1.57 mm
Maximum impression at 20000 passes (left wheel) 1.87 mm
Maximum impression at 20000 passes (right wheel) 1.6 mm
Average impression at 20000 passes (left/right avg) 1.74 mm
Average impression at 25000 passes (left/right avg) no data