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: 2026-07-13-46
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: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MM Lakeside
DIME Test ID: 2026-07-13-46-1
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 07/31/2026
Date Tested: 07/31/2026
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 Cores
|
1
|
|
Core ID
|
7A13
|
|
Dry Weight
|
1786.2 grams
|
|
Parrafin Coated Weight
|
1806.3 grams
|
|
Coated Weight in Water
|
1019 grams
|
|
Theoretical Maximum Density
|
2.454
|
DIME Test ID: 2026-07-13-46-2
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: 07/31/2026
Date Tested: 07/29/2026
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: Target 7.5%, does not comply, oven 4
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3922.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5983.4 g
|
|
Mass of HMA Sample prior to ignition
|
2060.7 g
|
|
Corrected Asphalt Binder Content
|
6.58 %
|
|
Mass Loss
|
150.8 g
|
|
Mass of aggregate remaining after ignition
|
1909.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.74 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-07-13-46-3
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: 07/31/2026
Date Tested: 07/31/2026
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: not applicable
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI 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
|
2564.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8994.9 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.454
|
|
Theoretical maximum density at 25°C (77°F)
|
2446.9 kg/m^3
|
DIME Test ID: 2026-07-13-46-4
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: 08/07/2026
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: Retest does not comply. Tested 6.99%, min is 7.1%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4038.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6080.8 g
|
|
Mass of HMA Sample prior to ignition
|
2042.2 g
|
|
Corrected Asphalt Binder Content
|
6.99 %
|
|
Mass Loss
|
157.8 g
|
|
Mass of aggregate remaining after ignition
|
1884.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.74 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
