Sample Record for 2025-06-08-9
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000683 DEA: 11056404 EFIS: 1124000359
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-11-0.6/2.7
Work Description: PERFORM GRADING, CONSTRUCT DRAINAGE FACILITIES, SIGNS AND STRIPING.
Location Description: SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 0.2 MILE EAST OF SIEMPRE VIVA ROAD OVERCROSSING
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: Unknown
Resident Engineer: Steve McMillan Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-06-08-9
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: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMF Verification
From where was the sample collected: Supplier
Laboratory sample identification: 25-06-08-9-JMFV
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
Material Information
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 326122 Otay SJR
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test Results
Test 1 of 7
DIME Test ID: 2025-06-08-9-1
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: 06/24/2025
Date Tested: 06/21/2025
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 7.80% Tested 8.24% Saved Material for T30
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
|
4027.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5603.4 g
|
|
Mass of HMA Sample prior to ignition
|
1576.2 g
|
|
Corrected Asphalt Binder Content
|
8.24 %
|
|
Mass Loss
|
145.3 g
|
|
Mass of aggregate remaining after ignition
|
1430.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.98 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
Test 2 of 7
DIME Test ID: 2025-06-08-9-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/12/2025
Date Tested: 06/11/2025
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=2.418
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
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 1
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1536.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8376.8 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.419
|
|
Theoretical maximum density at 25°C (77°F)
|
150.6 lb/ft^3
|
Test 3 of 7
DIME Test ID: 2025-06-08-9-3
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: 06/12/2025
Date Tested: 06/11/2025
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: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.342
|
|
Bulk Specific Gravity 2
|
2.343
|
|
Bulk Specific Gravity 3
|
2.344
|
|
Average Bulk Specific Gravity
|
2.343
|
Test 4 of 7
DIME Test ID: 2025-06-08-9-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/12/2025
Date Tested: 06/11/2025
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:
Additional Comments When Verified:
|
Percent Air Voids
|
3.2 %
|
|
Percent Air Voids 2
|
3.1 %
|
|
Percent Air Voids 3
|
3.1 %
|
|
Average Percent Air Voids
|
3.1 %
|
Test 5 of 7
DIME Test ID: 2025-06-08-9-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture 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 06/24/2025. The corrected test ID is: 2025-06-08-9-7
Reason: retested
Test 6 of 7
DIME Test ID: 2025-06-08-9-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/19/2025
Date Tested: 06/18/2025
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: Passes - 15,000 Complies Target <12.7 mm Tested Avg of 4.42 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
no data
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
no data
|
|
Air Void Content for specimen A-2
|
no data
|
|
Air Void Content for specimen B-1
|
no data
|
|
Air Void Content for specimen B-2
|
no data
|
|
Stripping Inflection Point (Wheel A)
|
>15000
|
|
Stripping Inflection Point (Wheel B)
|
>15000
|
|
Maximum impression at 5000 passes (left wheel)
|
1.45 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
1.58 mm
|
|
Average impression at 5000 passes (left/right avg)
|
1.52 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.89 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
3.12 mm
|
|
Average impression at 10000 passes (left/right avg)
|
3.01 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
4.24 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
4.6 mm
|
|
Average impression at 15000 passes (left/right avg)
|
4.42 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
Test 7 of 7
DIME Test ID: 2025-06-08-9-7
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/24/2025
Date Tested: 06/24/2025
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 WET > 70 psi and DRY . 100 psi Tested WET 79 psi and DRY 110 psi
The test was superseded from test ID: 2025-06-08-9-5
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
110 psi
|
|
Average Wet Tensile Strength
|
79 psi
|
|
Tensile Strength Ratio
|
0.72
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2025-06-08-9-8 | AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content) | 02/25/2026 | 03/06/2026 | Ben Haney | CT D11 - District 11 Materials Laboratory | Split Correction Factors
Complete T30s | Mohammad Abbassi |
| 2025-06-08-9-9 | AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content) | 02/25/2026 | 03/05/2026 | Ben Haney | CT D11 - District 11 Materials Laboratory | Mix C.Fs | Daniel Smith |
156844156845
