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Sample Record for 2025-07-25-19

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

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: 2025-07-25-19
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: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2025
The quantity of what the sample constitutes: 12 Boxes
A brief description of the sample: Milestone
From where was the sample collected: Supplier
Laboratory sample identification: 25-07-25-19-MS
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 64-16
Design binder PG: PG 70-10
Binder Supplier: Valero
RAP content (%): 22
WMA Additives: No
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-07-25-19-1
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: 08/01/2025
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 - 3.90% Tested 4.21%
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 3996.8 g
Mass of the specimen and specimen basket assembly prior to ignition 8058.6 g
Mass of HMA Sample prior to ignition 4061.8 g
Corrected Asphalt Binder Content 4.21 %
Mass Loss 179.4 g
Mass of aggregate remaining after ignition 3882.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.21 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2025-07-25-19-2
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: 07/30/2025
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: Target - 2.552
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 4046.9 grams
Mass of container filled with the sample and water for Sample 1 12654 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.542
Theoretical maximum density at 25°C (77°F) 158.2 lb/ft^3

Test 3 of 6

DIME Test ID: 2025-07-25-19-3
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: 07/30/2025
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 The Avg of 3 Gmb pucks fall within the 0.008 spec - Lowest - 4.405 Highest 2.412
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.408
Bulk Specific Gravity 2 2.412
Bulk Specific Gravity 3 2.405
Average Bulk Specific Gravity 2.408

Test 4 of 6

DIME Test ID: 2025-07-25-19-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/30/2025
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 5.0% +/- 1.5% Tested an Avg of 5.3%
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 5.3 %
Percent Air Voids 2 5.1 %
Percent Air Voids 3 5.4 %
Average Percent Air Voids 5.3 %

Test 5 of 6

DIME Test ID: 2025-07-25-19-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/05/2025
Date Tested: 08/04/2025
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 2.73 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) 0.91 mm
Maximum impression at 5000 passes (right wheel) 0.47 mm
Average impression at 5000 passes (left/right avg) 0.69 mm
Maximum impression at 10000 passes (left wheel) 1.83 mm
Maximum impression at 10000 passes (right wheel) 1.03 mm
Average impression at 10000 passes (left/right avg) 1.43 mm
Maximum impression at 15000 passes (left wheel) 2.76 mm
Maximum impression at 15000 passes (right wheel) 1.38 mm
Average impression at 15000 passes (left/right avg) 2.07 mm
Maximum impression at 20000 passes (left wheel) 3.58 mm
Maximum impression at 20000 passes (right wheel) 1.88 mm
Average impression at 20000 passes (left/right avg) 2.73 mm
Average impression at 25000 passes (left/right avg) no data

Test 6 of 6

DIME Test ID: 2025-07-25-19-7
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: 08/06/2025
Date Tested: 08/05/2025
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 4027.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5653.9 g
Mass of HMA Sample prior to ignition 1626.5 g
Corrected Asphalt Binder Content 8.26 %
Mass Loss 134.4 g
Mass of aggregate remaining after ignition 1492.1 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C