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Sample Record for 2026-02-03-2

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Project Information

Project ID: 1000852 DEA: 112N1974 EFIS: 1123000094 QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-111-23.5/32.1
Work Description: COLD PLANE, HMA-A, RHMA-G, MICROSURFACING, & PAVEMENT MARKINGS.
Location Description: IMPERIAL COUNTY NEAR BRAWLEY AND CALIPATRIA AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF ROUTE 78 TO 0.4 MILE SOUTH OF ROUTE 115
Contractor Name: HAZARD CONSRUCTION ENGR,LLC
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-02-03-2
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: 02/03/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/03/2026
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMFR
From where was the sample collected: Supplier
Laboratory sample identification: 26-02-03-2-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 Val
Binder content (%): 0.0
Virgin binder PG: PG 70-10
Design binder PG: PG 70-10
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type: Lime
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2026-02-03-2-1
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: 02/24/2026
Date Tested: 02/04/2026
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
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 3917.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5948.8 g
Mass of HMA Sample prior to ignition 2031.1 g
Corrected Asphalt Binder Content 4.7 %
Mass Loss 99.6 g
Mass of aggregate remaining after ignition 1931.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.2 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2026-02-03-2-4
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: 02/18/2026
Date Tested: 02/04/2026
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
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 2512.5 grams
Mass of container filled with the sample and water for Sample 1 8979.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.49
Theoretical maximum density at 25°C (77°F) 155 lb/ft^3

Test 3 of 6

DIME Test ID: 2026-02-03-2-5
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: 02/18/2026
Date Tested: 02/04/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.378
Bulk Specific Gravity 2 2.377
Bulk Specific Gravity 3 2.375
Average Bulk Specific Gravity 2.377

Test 4 of 6

DIME Test ID: 2026-02-03-2-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/18/2026
Date Tested: 02/04/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.5 %
Percent Air Voids 2 4.5 %
Percent Air Voids 3 4.6 %
Average Percent Air Voids 4.5 %

Test 5 of 6

DIME Test ID: 2026-02-03-2-7
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/18/2026
Date Tested: 02/12/2026
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 - 70 psi and DRY 100 psi / Tested WET -163 psi and DRY - 209 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 209 psi
Average Wet Tensile Strength 163 psi
Tensile Strength Ratio 0.78

Test 6 of 6

DIME Test ID: 2026-02-03-2-8
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 02/18/2026
Date Tested: 02/10/2026
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 7.40 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 131 F
Air Void Content for specimen A-1 7.2 %
Air Void Content for specimen A-2 7.1 %
Air Void Content for specimen B-1 7.4 %
Air Void Content for specimen B-2 7.3 %
Stripping Inflection Point (Wheel A) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 1.58 mm
Maximum impression at 5000 passes (right wheel) 2.2 mm
Average impression at 5000 passes (left/right avg) 1.89 mm
Maximum impression at 10000 passes (left wheel) 3.12 mm
Maximum impression at 10000 passes (right wheel) 4.41 mm
Average impression at 10000 passes (left/right avg) 3.77 mm
Maximum impression at 15000 passes (left wheel) 4.69 mm
Maximum impression at 15000 passes (right wheel) 6.61 mm
Average impression at 15000 passes (left/right avg) 5.65 mm
Maximum impression at 20000 passes (left wheel) 6.15 mm
Maximum impression at 20000 passes (right wheel) 8.64 mm
Average impression at 20000 passes (left/right avg) 7.4 mm
Average impression at 25000 passes (left/right avg) no data