Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000320 DEA: 11430324 EFIS: 1118000102
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-14.6/23.7
Work Description: MODIFY ELECTRICAL, CONCRETE PAVEMENT, DRAINAGE AND SIGNS.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM ROUTE 805/15 SEPARATION TO 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION
Contractor Name: COFFMAN SPECIALTIES, INC.
Contractor Address: 9685 VIA EXCELENCIA STE 200, SAN DIEGO, CA 92126
Resident Engineer: Art Pannu Structure Rep.: Jose Delgado
DIME Sample ID: 2026-07-12-15
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: 07/12/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/13/2026
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:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Lakeside
DIME Test ID: 2026-07-12-15-1
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: 08/19/2026
Date Tested: 08/18/2026
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 7.50 % Tested 7.24%
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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4039.4 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5582.4 g
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Mass of HMA Sample prior to ignition
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1543 g
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Corrected Asphalt Binder Content
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7.24 %
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Mass Loss
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113.3 g
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Mass of aggregate remaining after ignition
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1429.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.1 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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DIME Test ID: 2026-07-12-15-2
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: 08/19/2026
Date Tested: 08/19/2026
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 with Gmb spec Low at 2.407 and High at 2.410 . Wihin 0.024 / Low to High
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.41
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Bulk Specific Gravity 2
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2.407
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Bulk Specific Gravity 3
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2.409
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Average Bulk Specific Gravity
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2.409
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DIME Test ID: 2026-07-12-15-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/19/2026
Date Tested: 08/19/2026
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: Does Not Comply - Target 4.0% ( +/- 1.5% ) Tested an Avg of 1.8 %
Test Result Compliance: does not comply
Additional Comments When Verified:
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Percent Air Voids
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1.7 %
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|
Percent Air Voids 2
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1.8 %
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Percent Air Voids 3
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1.8 %
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Average Percent Air Voids
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1.8 %
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DIME Test ID: 2026-07-12-15-4
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: 08/19/2026
Date Tested: 08/18/2026
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 2.449 Tested 2.452
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7475.6 grams
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Mass of oven-dry sample in air for Sample 1
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1558 grams
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Mass of container filled with the sample and water for Sample 1
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8398.1 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.452
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Theoretical maximum density at 25°C (77°F)
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152.6 lb/ft^3
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DIME Test ID: 2026-07-12-15-5
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/26/2026
Date Tested: 08/25/2026
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 7.20 mm
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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PMLC
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Test Temperature
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122 F
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Air Void Content for specimen A-1
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6.1 %
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Air Void Content for specimen A-2
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6 %
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Air Void Content for specimen B-1
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6.4 %
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Air Void Content for specimen B-2
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6.8 %
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Stripping Inflection Point (Wheel A)
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>20000
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|
Stripping Inflection Point (Wheel B)
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>20000
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Maximum impression at 5000 passes (left wheel)
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1.01 mm
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Maximum impression at 5000 passes (right wheel)
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1.09 mm
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Average impression at 5000 passes (left/right avg)
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1.05 mm
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Maximum impression at 10000 passes (left wheel)
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2.04 mm
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Maximum impression at 10000 passes (right wheel)
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4.35 mm
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Average impression at 10000 passes (left/right avg)
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3.2 mm
|
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Maximum impression at 15000 passes (left wheel)
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3.11 mm
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Maximum impression at 15000 passes (right wheel)
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7.94 mm
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Average impression at 15000 passes (left/right avg)
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5.53 mm
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Maximum impression at 20000 passes (left wheel)
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3.92 mm
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Maximum impression at 20000 passes (right wheel)
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10.47 mm
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Average impression at 20000 passes (left/right avg)
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7.2 mm
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Average impression at 25000 passes (left/right avg)
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no data
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DIME Test ID: 2026-07-12-15-6
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 08/19/2026
Date Tested: 08/07/2026
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:
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Number of Cores
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1
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Core ID
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SL1
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Dry Weight
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1018.1 grams
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Parrafin Coated Weight
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1028.3 grams
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Coated Weight in Water
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585.6 grams
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Theoretical Maximum Density
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2.452
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