Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001213 DEA: 11431644 EFIS: 1122000232
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-78-N17.7
Work Description: Cold plane, RHMA overlay, Concrete Barriers, Landscape and Electrical.
Location Description: IN SAN DIEGO COUNTY FROM ROUTE 78/5 SEPARATION TO 0.3 MILE EAST OF ESCONDIDO BOULEVARD UNDERCROSSING.
Contractor Name: Skanska USA Civil West
Contractor Address: 1995 Agua Mansa Rd., Riverside, CA 92509
Resident Engineer: Yong Pak Structure Rep.: Carlos Lopez
DIME Sample ID: 2026-05-31-8
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: 05/31/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/01/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: JMFR
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble Corona
DIME Test ID: 2026-05-31-8-1
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 07/09/2026
Date Tested: 07/08/2026
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
|
4
|
|
Core ID
|
6A34
|
|
Dry Weight
|
887.7 grams
|
|
Parrafin Coated Weight
|
905.7 grams
|
|
Coated Weight in Water
|
489.4 grams
|
|
Theoretical Maximum Density
|
2.388
|
|
Core 2 ID
|
6B34
|
|
Dry Weight 2
|
918.7 grams
|
|
Parrafin Coated Weight 2
|
940.2 grams
|
|
Coated Weight in Water 2
|
505.5 grams
|
|
Core 3 ID
|
6C34
|
|
Dry Weight 3
|
1242.1 grams
|
|
Parrafin Coated Weight 3
|
1264.6 grams
|
|
Coated Weight in Water 3
|
681.1 grams
|
|
Core 4 ID
|
6A35
|
|
Dry Weight 4
|
968.4 grams
|
|
Parrafin Coated Weight 4
|
993.1 grams
|
|
Coated Weight in Water 4
|
528.6 grams
|
DIME Test ID: 2026-05-31-8-3
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: 06/30/2026
Date Tested: 06/04/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
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
|
7400.7 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2507.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8858 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.388
|
|
Theoretical maximum density at 25°C (77°F)
|
148.6 lb/ft^3
|
DIME Test ID: 2026-05-31-8-4
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: 06/05/2026
Date Tested: 06/04/2026
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:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4037.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6062.2 g
|
|
Mass of HMA Sample prior to ignition
|
2024.4 g
|
|
Corrected Asphalt Binder Content
|
7.38 %
|
|
Mass Loss
|
158.9 g
|
|
Mass of aggregate remaining after ignition
|
1865.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.47 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-05-31-8-5
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: 06/30/2026
Date Tested: 06/04/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.176
|
|
Bulk Specific Gravity 2
|
2.197
|
|
Bulk Specific Gravity 3
|
2.189
|
|
Average Bulk Specific Gravity
|
2.187
|
DIME Test ID: 2026-05-31-8-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/30/2026
Date Tested: 06/04/2026
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
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Percent Air Voids
|
8.9 %
|
|
Percent Air Voids 2
|
8 %
|
|
Percent Air Voids 3
|
8.3 %
|
|
Average Percent Air Voids
|
8.4 %
|
DIME Test ID: 2026-05-31-8-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/14/2026
Date Tested: 07/08/2026
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 2.67 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
|
6.4 %
|
|
Stripping Inflection Point (Wheel A)
|
>20000
|
|
Stripping Inflection Point (Wheel B)
|
>20000
|
|
Maximum impression at 5000 passes (left wheel)
|
1.99 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
1.38 mm
|
|
Average impression at 5000 passes (left/right avg)
|
1.69 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.27 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
1.68 mm
|
|
Average impression at 10000 passes (left/right avg)
|
1.98 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.42 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
2.07 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.25 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
2.63 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
2.71 mm
|
|
Average impression at 20000 passes (left/right avg)
|
2.67 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
