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Sample Record for 2025-09-14-18

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Project Information

Project ID: 1000402 DEA: 11430384 EFIS: 1118000114 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-23.7/28.5
Work Description: REPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: 10529 VINE STREET, LAKESIDE, CA 92040
Resident Engineer: Karl Hartline Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-14-18
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: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2025
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: 25-09-14-18-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 226110 Otay SJR
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: SJR
RAP content (%): 0
WMA Additives: Yes
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-09-14-18-1
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: 10/08/2025
Date Tested: 10/02/2025
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 7.50% - Tested 7.94% Saved Material for T30
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 3931 g
Mass of the specimen and specimen basket assembly prior to ignition 5988.6 g
Mass of HMA Sample prior to ignition 2057.6 g
Corrected Asphalt Binder Content 7.94 %
Mass Loss 179.3 g
Mass of aggregate remaining after ignition 1878.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.77 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2025-09-14-18-2
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: 10/08/2025
Date Tested: 10/02/2025
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 2.418 Gmm Tested 4.425 Gmm
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 no data
Mass of container filled with water 7475.6 grams
Mass of oven-dry sample in air for Sample 1 2536.4 grams
Mass of container filled with the sample and water for Sample 1 8966 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.425
Theoretical maximum density at 25°C (77°F) 150.9 lb/ft^3

Test 3 of 6

DIME Test ID: 2025-09-14-18-3
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: 10/08/2025
Date Tested: 10/06/2025
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 Gmb within .96 of the Gmm
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.353
Bulk Specific Gravity 2 2.352
Bulk Specific Gravity 3 2.353
Average Bulk Specific Gravity 2.353

Test 4 of 6

DIME Test ID: 2025-09-14-18-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/08/2025
Date Tested: 10/06/2025
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 4.0 +/- 1.5 Tested an Avg of 3.0
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3 %
Percent Air Voids 2 3 %
Percent Air Voids 3 3 %
Average Percent Air Voids 3 %

Test 5 of 6

DIME Test ID: 2025-09-14-18-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/30/2025
Date Tested: 10/30/2025
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 WET > 70 psi and DRY > 100 psi / Tested WET 74 psi and DRY 109 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 109 psi
Average Wet Tensile Strength 74 psi
Tensile Strength Ratio 0.68

Test 6 of 6

DIME Test ID: 2025-09-14-18-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/30/2025
Date Tested: 10/27/2025
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 4.84 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 6.5 %
Air Void Content for specimen A-2 6.4 %
Air Void Content for specimen B-1 6.5 %
Air Void Content for specimen B-2 6.3 %
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.9 mm
Maximum impression at 5000 passes (right wheel) 2.8 mm
Average impression at 5000 passes (left/right avg) 2.35 mm
Maximum impression at 10000 passes (left wheel) 2.67 mm
Maximum impression at 10000 passes (right wheel) 4.33 mm
Average impression at 10000 passes (left/right avg) 3.5 mm
Maximum impression at 15000 passes (left wheel) 3.61 mm
Maximum impression at 15000 passes (right wheel) 6.06 mm
Average impression at 15000 passes (left/right avg) 4.84 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data