Sample Record for 2026-05-06-29
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2026-05-06-29
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: 05/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2026
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
Material Information
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 49R003ARSPW
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type:
Test Results
Test
DIME Test ID: 2026-05-06-29-3
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 06/05/2026
Date Tested: 05/13/2026
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
|
GA 11
|
|
Dry Weight
|
1219.7 grams
|
|
Parrafin Coated Weight
|
1242.6 grams
|
|
Coated Weight in Water
|
670.1 grams
|
|
Theoretical Maximum Density
|
2.375
|
|
Core 2 ID
|
GB 11
|
|
Dry Weight 2
|
1124.7 grams
|
|
Parrafin Coated Weight 2
|
1143.5 grams
|
|
Coated Weight in Water 2
|
628.4 grams
|
|
Core 3 ID
|
GC 11
|
|
Dry Weight 3
|
971.4 grams
|
|
Parrafin Coated Weight 3
|
987.5 grams
|
|
Coated Weight in Water 3
|
540.1 grams
|
Test
DIME Test ID: 2026-05-06-29-9
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 06/05/2026
Date Tested: 05/13/2026
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
|
2
|
|
Core ID
|
GA 12
|
|
Dry Weight
|
1068.7 grams
|
|
Parrafin Coated Weight
|
1091.2 grams
|
|
Coated Weight in Water
|
590.6 grams
|
|
Theoretical Maximum Density
|
2.375
|
|
Core 2 ID
|
GB 12
|
|
Dry Weight 2
|
1123.7 grams
|
|
Parrafin Coated Weight 2
|
1150.1 grams
|
|
Coated Weight in Water 2
|
614.1 grams
|
Test
DIME Test ID: 2026-05-06-29-8
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: 06/29/2026
Date Tested: 05/21/2026
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 7.50% Tested 8.10 %
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
|
4057.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6088 g
|
|
Mass of HMA Sample prior to ignition
|
2030.4 g
|
|
Corrected Asphalt Binder Content
|
8.1 %
|
|
Mass Loss
|
169.4 g
|
|
Mass of aggregate remaining after ignition
|
1861 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.24 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
Test
DIME Test ID: 2026-05-06-29-12
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: 06/05/2026
Date Tested: 05/29/2026
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:
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
|
no data
|
|
Mass of container filled with water
|
7400.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2560.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8882.3 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.375
|
|
Theoretical maximum density at 25°C (77°F)
|
147.8 lb/ft^3
|
Test
DIME Test ID: 2026-05-06-29-11
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: 06/05/2026
Date Tested: 05/29/2026
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.308
|
|
Bulk Specific Gravity 2
|
2.309
|
|
Bulk Specific Gravity 3
|
2.314
|
|
Average Bulk Specific Gravity
|
2.31
|
Test
DIME Test ID: 2026-05-06-29-10
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/05/2026
Date Tested: 05/29/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
2.8 %
|
|
Percent Air Voids 2
|
2.8 %
|
|
Percent Air Voids 3
|
2.6 %
|
|
Average Percent Air Voids
|
2.7 %
|
Test
DIME Test ID: 2026-05-06-29-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/25/2026
Date Tested: 06/15/2026
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 7.05 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
6.9 %
|
|
Air Void Content for specimen A-2
|
7 %
|
|
Air Void Content for specimen B-1
|
6.7 %
|
|
Air Void Content for specimen B-2
|
6.6 %
|
|
Stripping Inflection Point (Wheel A)
|
25000
|
|
Stripping Inflection Point (Wheel B)
|
25000
|
|
Maximum impression at 5000 passes (left wheel)
|
2.09 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
0.81 mm
|
|
Average impression at 5000 passes (left/right avg)
|
1.45 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
4.01 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
1.55 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.78 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
6.13 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
2.28 mm
|
|
Average impression at 15000 passes (left/right avg)
|
4.21 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
8.26 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
2.96 mm
|
|
Average impression at 20000 passes (left/right avg)
|
5.61 mm
|
|
Average impression at 25000 passes (left/right avg)
|
7.05 mm
|
Test
DIME Test ID: 2026-05-06-29-1
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)
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 07/02/2026.
Reason: retested
Test
DIME Test ID: 2026-05-06-29-13
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: 07/02/2026
Date Tested: 05/18/2026
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: Test in Oven #1. CF is 0.24. Does Not Comply Target 7.50% Tested 8.52
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
|
4046.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6107.8 g
|
|
Mass of HMA Sample prior to ignition
|
2061.7 g
|
|
Corrected Asphalt Binder Content
|
8.52 %
|
|
Mass Loss
|
180.7 g
|
|
Mass of aggregate remaining after ignition
|
1881 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.24 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
