Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002030 DEA: 020J7604 EFIS: 0219000157
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3-67.7/T85.06
Work Description: Tangle Blue CAPM
Location Description:
Contractor Name: Tullis, Inc
Contractor Address: 16951 Clear Creek Rd., Redding, CA 96049
Resident Engineer: Austin Henry Structure Rep.: Nicolas Jimenez
DIME Sample ID: 2026-07-24-45
TL Number from the TL Form: 846252
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: 07/24/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2026
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) with 25.0% RAP and PG 58-22 from Albina - K-Falls, Or.
From where was the sample collected: Manufacturer
Laboratory sample identification: D80307
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 64-16
Design binder PG: PG 58-22
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 25
WMA Additives: No
Antistrip type: 1.0% Lime
DIME Test ID: 2026-07-24-45-1
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: 09/02/2026
Date Tested: 07/27/2026
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=2.521
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
|
7331.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1587.8 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8289.1 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.521
|
|
Theoretical maximum density at 25°C (77°F)
|
2513.7 kg/m^3
|
DIME Test ID: 2026-07-24-45-2
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: 09/02/2026
Date Tested: 08/11/2026
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=5.05%, TV: 4.9-5.7%
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
|
3160.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4760.4 g
|
|
Mass of HMA Sample prior to ignition
|
1600.3 g
|
|
Corrected Asphalt Binder Content
|
5.05 %
|
|
Mass Loss
|
93.3 g
|
|
Mass of aggregate remaining after ignition
|
1507 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.59 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-07-24-45-3
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: 09/02/2026
Date Tested: 09/02/2026
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=2.401
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.4
|
|
Bulk Specific Gravity 2
|
2.401
|
|
Bulk Specific Gravity 3
|
2.403
|
|
Average Bulk Specific Gravity
|
2.401
|
DIME Test ID: 2026-07-24-45-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/02/2026
Date Tested: 09/02/2026
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: AASHTO T 269: Pa=4.8% Allowed tolerance for air voids is 2.5 – 5.5%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.8 %
|
|
Percent Air Voids 2
|
4.8 %
|
|
Percent Air Voids 3
|
4.7 %
|
|
Average Percent Air Voids
|
4.8 %
|
DIME Test ID: 2026-07-24-45-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/02/2026
Date Tested: 08/20/2026
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=150 psi, S₂=144 psi, TSR=96%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
|
144 psi
|
|
Average Wet Tensile Strength
|
150 psi
|
|
Tensile Strength Ratio
|
1.04
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