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: 2026-08-12-72
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: 08/12/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2026
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: RJ Noble Corona
DIME Test ID: 2026-08-12-72-1
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: 09/29/2026
Date Tested: 09/28/2026
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 7.34%
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
|
4056.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5603.3 g
|
|
Mass of HMA Sample prior to ignition
|
1547 g
|
|
Corrected Asphalt Binder Content
|
7.34 %
|
|
Mass Loss
|
121.9 g
|
|
Mass of aggregate remaining after ignition
|
1425.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.54 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-08-12-72-2
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: 09/25/2026
Date Tested: 09/24/2026
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: Mix 35-12 of 2.434 . Tested 2.392
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
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1550.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8378.1 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.392
|
|
Theoretical maximum density at 25°C (77°F)
|
148.9 lb/ft^3
|
DIME Test ID: 2026-08-12-72-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/29/2026
Date Tested: 09/28/2026
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% )
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Percent Air Voids
|
2.1 %
|
|
Percent Air Voids 2
|
2 %
|
|
Percent Air Voids 3
|
2.1 %
|
|
Average Percent Air Voids
|
2.1 %
|
DIME Test ID: 2026-08-12-72-4
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: 09/29/2026
Date Tested: 09/28/2026
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 Low and High Gmb within 0.024 Gmb
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.341
|
|
Bulk Specific Gravity 2
|
2.344
|
|
Bulk Specific Gravity 3
|
2.342
|
|
Average Bulk Specific Gravity
|
2.342
|
DIME Test ID: 2026-08-12-72-5
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/13/2026
Date Tested: 09/29/2026
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: Complies Target < 12.7 mm - Tested an Avg of 3.16 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
6.7 %
|
|
Air Void Content for specimen A-2
|
6.6 %
|
|
Air Void Content for specimen B-1
|
6.6 %
|
|
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)
|
2.1 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
2.3 mm
|
|
Average impression at 5000 passes (left/right avg)
|
2.2 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.37 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
2.83 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.6 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.61 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
3.17 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.89 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
2.78 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
3.53 mm
|
|
Average impression at 20000 passes (left/right avg)
|
3.16 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2026-08-12-72-6
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 10/02/2026
Date Tested: 10/02/2026
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
|
3
|
|
Core ID
|
7A41
|
|
Dry Weight
|
720.4 grams
|
|
Parrafin Coated Weight
|
735.1 grams
|
|
Coated Weight in Water
|
398.9 grams
|
|
Theoretical Maximum Density
|
2.392
|
|
Core 2 ID
|
7B41
|
|
Dry Weight 2
|
751.5 grams
|
|
Parrafin Coated Weight 2
|
763.9 grams
|
|
Coated Weight in Water 2
|
421.7 grams
|
|
Core 3 ID
|
7C41
|
|
Dry Weight 3
|
749.1 grams
|
|
Parrafin Coated Weight 3
|
761.4 grams
|
|
Coated Weight in Water 3
|
412.3 grams
|
