Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000824 DEA: 021K0204 EFIS: 0224000043
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-53.5/61.0
Work Description: PLACE AR CHIP SEAL AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TRINITY COUNTY IN AND NEAR WEAVERVILLE AND AT AND NEAR DOUGLAS CITY FROM 0.1 MILE WEST OF INDUSTRIAL PARKWAY TO STEEL BRIDGE ROAD
Contractor Name: AMERICAN PAVEMENT SYSTEMS, INC.
Contractor Address: Unknown
Resident Engineer: Edward Worden Structure Rep.: Unknown
DIME Sample ID: 2025-07-14-87
TL Number from the TL Form: 858523
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: 07/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/16/2025
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79959
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding CA)
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 5.2
Virgin binder PG: PG 58-22
Design binder PG: PG 64-16
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 25
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2025-07-14-87-1
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: 07/31/2025
Date Tested: 07/17/2025
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=2.504
Test Result Compliance: complies
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
|
7334 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1572.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8278.3 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.504
|
|
Theoretical maximum density at 25°C (77°F)
|
2496.7 kg/m^3
|
DIME Test ID: 2025-07-14-87-2
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: 07/31/2025
Date Tested: 07/18/2025
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=5.38%
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
|
3154.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4714.1 g
|
|
Mass of HMA Sample prior to ignition
|
1560 g
|
|
Corrected Asphalt Binder Content
|
5.39 %
|
|
Mass Loss
|
98.7 g
|
|
Mass of aggregate remaining after ignition
|
1461.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.75 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-07-14-87-3
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: 07/31/2025
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: Gmb=2.400
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.411
|
|
Bulk Specific Gravity 2
|
2.4
|
|
Bulk Specific Gravity 3
|
2.39
|
|
Average Bulk Specific Gravity
|
2.4
|
DIME Test ID: 2025-07-14-87-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/31/2025
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: S1=180 psi, S2=163 psi, TSR=91
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
180 psi
|
|
Average Wet Tensile Strength
|
163 psi
|
|
Tensile Strength Ratio
|
0.91
|
DIME Test ID: 2025-07-14-87-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/31/2025
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=4.2%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.7 %
|
|
Percent Air Voids 2
|
4.2 %
|
|
Percent Air Voids 3
|
4.6 %
|
|
Average Percent Air Voids
|
4.2 %
|
