Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000225 DEA: 023J3204 EFIS: 0222000034
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3,36,299-Var
Work Description: BRIDGE POLYESTER CONCRETE OVERLAY & METHACRYLATE DECK SEAL.
Location Description: TRINITY COUNTY AT VARIOUS LOCATIONS
Contractor Name: Q&D CONSTRUCTION, LLC
Contractor Address: Unknown
Resident Engineer: Edward Worden Structure Rep.: Unknown
DIME Sample ID: 2025-07-21-56
TL Number from the TL Form: 824077
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA-A (eq. PG 64-28 M)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79967
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis — Northstate Asphalt (Redding, CA)
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number:
Binder content (%): 4.7
Virgin binder PG: PG 58-34M
Design binder PG: PG 64-28M
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 25
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2025-07-21-56-1
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: 08/13/2025
Date Tested: 07/22/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.519
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
|
7331.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2786.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
9011.9 grams
|
|
Temperature of Water
|
76 °F
|
|
Specific Gravity for Sample 1
|
2.519
|
|
Theoretical maximum density at 25°C (77°F)
|
2511.7 kg/m^3
|
DIME Test ID: 2025-07-21-56-2
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: 08/13/2025
Date Tested: 08/04/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb=4.97%, TV=4.70
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
|
3026.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5169.9 g
|
|
Mass of HMA Sample prior to ignition
|
2143.2 g
|
|
Corrected Asphalt Binder Content
|
4.97 %
|
|
Mass Loss
|
126.5 g
|
|
Mass of aggregate remaining after ignition
|
2016.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.79 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-07-21-56-3
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: 08/13/2025
Date Tested: 07/30/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmb=2.417
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.421
|
|
Bulk Specific Gravity 2
|
2.416
|
|
Bulk Specific Gravity 3
|
2.415
|
|
Average Bulk Specific Gravity
|
2.417
|
DIME Test ID: 2025-07-21-56-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/13/2025
Date Tested: 07/31/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pa=4.0%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.9 %
|
|
Percent Air Voids 2
|
4.1 %
|
|
Percent Air Voids 3
|
4.1 %
|
|
Average Percent Air Voids
|
4 %
|
DIME Test ID: 2025-07-21-56-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/13/2025
Date Tested: 08/13/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: S1=134 psi, 127 psi, TSR=95%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
134 psi
|
|
Average Wet Tensile Strength
|
127 psi
|
|
Tensile Strength Ratio
|
0.95
|
