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Sample Record for 2025-07-12-1

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Project Information

Project ID: 1001312 DEA: 11432844 EFIS: 1125000219 QA Service Level: 1
DIST-CO-RTE-PM: 11---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Carlos Lopez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-12-1
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: 07/12/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2025
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: 25-07-12-1-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: Type A HMA
HMA Grading: 1-1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 820801 Otay Val
Binder content (%): 3.9
Virgin binder PG: PG 70-10
Design binder PG: PG 70-10
Binder Supplier: Valero
RAP content (%): 22
WMA Additives: No
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2025-07-12-1-1
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: 07/22/2025
Date Tested: 07/18/2025
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 3.9% Tested 4.00%
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 4014.5 g
Mass of the specimen and specimen basket assembly prior to ignition 8051 g
Mass of HMA Sample prior to ignition 4036.5 g
Corrected Asphalt Binder Content 4.4 %
Mass Loss 187.5 g
Mass of aggregate remaining after ignition 3849 g
Correction Factor (Percent by mass of HMA Specimen) 0.25 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2025-07-12-1-2
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: 07/22/2025
Date Tested: 07/18/2025
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: Target= 2.552 New Contractors Target 2.513 Complies Tested 2.518
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 10199 grams
Mass of oven-dry sample in air for Sample 1 4050.5 grams
Mass of container filled with the sample and water for Sample 1 12641.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.518
Theoretical maximum density at 25°C (77°F) 156.7 lb/ft^3

Test 3 of 7

DIME Test ID: 2025-07-12-1-3
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: 07/22/2025
Date Tested: 07/18/2025
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 Gmb within 0.008 spec range Complies tested a range AVG of 0.003
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.402
Bulk Specific Gravity 2 2.407
Bulk Specific Gravity 3 2.407
Average Bulk Specific Gravity 2.405

Test 4 of 7

DIME Test ID: 2025-07-12-1-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/22/2025
Date Tested: 07/18/2025
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 an Avg of 4.5%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.6 %
Percent Air Voids 2 4.4 %
Percent Air Voids 3 4.4 %
Average Percent Air Voids 4.5 %

Test 5 of 7

DIME Test ID: 2025-07-12-1-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/01/2025
Date Tested: 07/31/2025
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 Tested 128 psi DRY Target >100 psi Tested 188 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 188 psi
Average Wet Tensile Strength 128 psi
Tensile Strength Ratio 0.68

Test 6 of 7

DIME Test ID: 2025-07-12-1-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/30/2025
Date Tested: 07/30/2025
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 is < 12.7 mm Tested an Avg of 6.19 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
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) 1.65 mm
Maximum impression at 5000 passes (right wheel) 1.53 mm
Average impression at 5000 passes (left/right avg) 1.59 mm
Maximum impression at 10000 passes (left wheel) 3.21 mm
Maximum impression at 10000 passes (right wheel) 3.01 mm
Average impression at 10000 passes (left/right avg) 3.11 mm
Maximum impression at 15000 passes (left wheel) 5.02 mm
Maximum impression at 15000 passes (right wheel) 4.89 mm
Average impression at 15000 passes (left/right avg) 4.96 mm
Maximum impression at 20000 passes (left wheel) 6.27 mm
Maximum impression at 20000 passes (right wheel) 6.11 mm
Average impression at 20000 passes (left/right avg) 6.19 mm
Average impression at 25000 passes (left/right avg) no data

Test 7 of 7

DIME Test ID: 2025-07-12-1-7
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: 07/24/2025
Date Tested: 07/22/2025
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: 3 RAP Burns, Save one sample for T30
Test Result Compliance: not applicable
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4016.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5646.2 g
Mass of HMA Sample prior to ignition 1629.9 g
Corrected Asphalt Binder Content 7.24 %
Mass Loss 118 g
Mass of aggregate remaining after ignition 1511.9 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C