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Sample Record for 2020-05-04-33

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Project Information

Project ID: 214516 DEA: 024H2404 EFIS: 0218000098 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3-32.0/38.0,53.7/63.8
Work Description: PLACE HMA (TYPE A) OVERLAY, SHOULDER BACKING, AND TRAFFIC STRIPE.
Location Description: TRINITY COUNTY NEAR WEAVERVILLE FROM 0.4 MILE NORTH OF BROWNS RANCH ROAD TO 0.1 MILE NORTH OF RUSH CREEK ROAD AND FROM EAST FORK STUART BRIDGE TO 2.4 MILES NORTH OF EL DORADO WAY
Contractor Name: TULLIS, INC.
Contractor Address: 16951 CLEAR CREEK RD, REDDING CA 96001
Resident Engineer: Mandhir Grewal Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-04-33
TL Number from the TL Form: 002552
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/04/2020
The quantity of what the sample constitutes: Up to Five Days Paving
A brief description of the sample: 1/2-inch Type A HMA (PG 64-16) 15.0 RAP, 1.3 Lime
From where was the sample collected: Manufacturer
Laboratory sample identification: D78416
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Northstate Asphalt, Redding, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:

Test Results

Test 1 of 7

DIME Test ID: 2020-05-04-33-1
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: 06/23/2020
Date Tested: 05/05/2020
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? Method A
Mass of HMA Sample prior to ignition 1559.3 g
Corrected Asphalt Binder Content 5.40 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.66 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 1000 F

Test 2 of 7

DIME Test ID: 2020-05-04-33-2
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: 06/23/2020
Date Tested: 05/04/2020
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 7338.0 grams
Mass of oven-dry sample in air for Sample 1 1516.0 grams
Mass of container filled with the sample and water for Sample 1 8247.0 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.498
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 7

DIME Test ID: 2020-05-04-33-3
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Verified Date: 06/23/2020
Date Tested: 05/05/2020
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:
Uncorrected relative density (Gmmu8) 82.4 %
Uncorrected relative density (Gmmu85) 91.6 %
Uncorrected relative density (Gmmu130) 92.9 %
Air Voids (AV8) 15.0 %
Air Voids (AV85) 5.5 %
Air Voids (AV130) 4.2 %

Test 4 of 7

DIME Test ID: 2020-05-04-33-4
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: 06/23/2020
Date Tested: 05/05/2020
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 2.370
Bulk Specific Gravity 2 2.371
Bulk Specific Gravity 3 2.369
Average Bulk Specific Gravity 2.37

Test 5 of 7

DIME Test ID: 2020-05-04-33-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/23/2020
Date Tested: 05/05/2020
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:
Percent Air Voids 5.1 %
Percent Air Voids 2 5.1
Percent Air Voids 3 5.2
Percent Air Voids Average 5.1

Test 6 of 7

DIME Test ID: 2020-05-04-33-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/23/2020
Date Tested: 05/08/2020
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 224 psi
Average Wet Tensile Strength 186 psi
Tensile Strength Ratio 0.83

Test 7 of 7

DIME Test ID: 2020-05-04-33-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/23/2020
Date Tested: 05/06/2020
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:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 1.4 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 1.5 mm
Stripping Inflection Point (Wheel A) >25000
Stripping Inflection Point (Wheel B) >25000