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Sample Record for 2022-07-15-49

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Project Information

Project ID: 993344 DEA: 022J3804 EFIS: 0221000072 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-R48.0/51.0
Work Description: HMA OVERLAY AND REPLACE AC SURFACING.
Location Description: SISKIYOU COUNTY IN AND NEAR YREKA FROM 0.1 MILE SOUTH OF JUNIPER DRIVE TO 0.3 MILE NORTH OF CALAMITY LANE
Contractor Name: Tullis, Inc
Contractor Address: P.O box 493416, Redding, CA 96001
Resident Engineer: Austin Henry Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-15-49
TL Number from the TL Form: 891184
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and Virgin PG 58-34 M from Valero – Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D79092
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis – Northstate Asphalt (Redding, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 3/8 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-07-15-49-1
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: 07/29/2022
Date Tested: 07/15/2022
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:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 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 7335.7 grams
Mass of oven-dry sample in air for Sample 1 1564.6 grams
Mass of container filled with the sample and water for Sample 1 8265.1 grams
Temperature of Water 75 °F
Specific Gravity for Sample 1 2.463
Theoretical maximum density at 25°C (77°F) 153.3 lb/ft^3

Test 2 of 6

DIME Test ID: 2022-07-15-49-2
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: 07/29/2022
Date Tested: 07/21/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 6.12 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.67 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 3 of 6

DIME Test ID: 2022-07-15-49-3
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: 07/29/2022
Date Tested: 07/15/2022
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:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.381
Bulk Specific Gravity 2 2.375
Bulk Specific Gravity 3 2.375
Average Bulk Specific Gravity 2.377

Test 4 of 6

DIME Test ID: 2022-07-15-49-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/29/2022
Date Tested: 07/15/2022
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: VMA = 16.1%, VFA = 78.3%, DP = 1.2
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.3 %
Percent Air Voids 2 3.6 %
Percent Air Voids 3 3.6 %
Percent Air Voids Average 3.5 %

Test 5 of 6

DIME Test ID: 2022-07-15-49-5
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
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
Data has not been verified.

Test 6 of 6

DIME Test ID: 2022-07-15-49-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/29/2022
Date Tested: 07/26/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 117 psi
Average Wet Tensile Strength 115 psi
Tensile Strength Ratio 0.98