Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000957 DEA: 022K5404 EFIS: 0225000091
QA Service Level: 1
DIST-CO-RTE-PM: 02---
Work Description:
Location Description:
Contractor Name: TULLIS INC
Contractor Address: P O BOX 493416, REDDING CA 96049
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2025-10-10-55
TL Number from the TL Form: 876963
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: 10/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2025
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 HMA-A PG 58-34M from Valero (Benicia)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80083
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding CA)
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
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: 1.0% Lime
DIME Test ID: 2025-10-10-55-1
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: 11/04/2025
Date Tested: 10/14/2025
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=2.530
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of Samples
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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 1
|
7331 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2528.2 grams
|
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Mass of container filled with the sample and water for Sample 1
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8860 grams
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Temperature of Water
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76.1 °F
|
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Specific Gravity for Sample 1
|
2.53
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|
Theoretical maximum density at 25°C (77°F)
|
2523 kg/m^3
|
DIME Test ID: 2025-10-10-55-2
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: 11/04/2025
Date Tested: 10/16/2025
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=4.50%, TV=4.70%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3030.1 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
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5065.7 g
|
|
Mass of HMA Sample prior to ignition
|
2035.6 g
|
|
Corrected Asphalt Binder Content
|
4.5 %
|
|
Mass Loss
|
110.7 g
|
|
Mass of aggregate remaining after ignition
|
1924.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.79 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-10-10-55-3
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: 11/04/2025
Date Tested: 10/15/2025
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=2.415
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.417
|
|
Bulk Specific Gravity 2
|
2.413
|
|
Bulk Specific Gravity 3
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2.414
|
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Average Bulk Specific Gravity
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2.415
|
DIME Test ID: 2025-10-10-55-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/04/2025
Date Tested: 10/16/2025
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=4.6%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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4.5 %
|
|
Percent Air Voids 2
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4.6 %
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Percent Air Voids 3
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4.6 %
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Average Percent Air Voids
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4.6 %
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DIME Test ID: 2025-10-10-55-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/04/2025
Date Tested: 11/04/2025
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: S1=154 psi, S2=150 psi, TSR=97%
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
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154 psi
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Average Wet Tensile Strength
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150 psi
|
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Tensile Strength Ratio
|
0.97
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