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Sample Record for 2022-03-17-36

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-03-17-36
TL Number from the TL Form: 708108
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2022
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 16 boxes of Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 24 RAP and virgin PG 58-34 M (Valero – Benicia)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79007
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt - Redding, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2022-03-17-36-1
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: 05/24/2022
Date Tested: 03/21/2022
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:
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 2564.2 grams
Mass of container filled with the sample and water for Sample 1 8875.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.504
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 7

DIME Test ID: 2022-03-17-36-2
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: 05/24/2022
Date Tested: 04/06/2022
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 5.27 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.30 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 3 of 7

DIME Test ID: 2022-03-17-36-4
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: 05/24/2022
Date Tested: 03/21/2022
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:
Additional Comments When Verified:
Bulk Specific Gravity 2.407
Bulk Specific Gravity 2 2.417
Bulk Specific Gravity 3 2.409
Average Bulk Specific Gravity 2.411

Test 4 of 7

DIME Test ID: 2022-03-17-36-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/24/2022
Date Tested: 03/22/2022
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 = 13.7, VFA = 73.0, DP = 1.1
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.9 %
Percent Air Voids 2 3.5 %
Percent Air Voids 3 3.8 %
Percent Air Voids Average 3.7 %

Test 5 of 7

DIME Test ID: 2022-03-17-36-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/24/2022
Date Tested: 03/30/2022
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 144 psi
Average Wet Tensile Strength 133 psi
Tensile Strength Ratio 0.92

Test 6 of 7

DIME Test ID: 2022-03-17-36-7
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: 05/24/2022
Date Tested: 03/21/2022
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:
Volume of the specimen (Vm8) 2301.424 cm^3
Volume of the specimen (Vm85) 2071.811 cm^3
Volume of the specimen (Vm130) 2043.551 cm^3
Uncorrected relative density (Gmmu8) 83.0 %
Uncorrected relative density (Gmmu85) 92.2 %
Uncorrected relative density (Gmmu130) 93.5 %
Relative density (Gmm8) 86.3 %
Relative density (Gmm85) 95.9 %
Relative density (Gmm130) 97.2 %
Air Voids (AV8) 13.7 %
Air Voids (AV85) 4.1 %
Air Voids (AV130) 2.8 %

Test 7 of 7

DIME Test ID: 2022-03-17-36-8
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/24/2022
Date Tested: 03/27/2022
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: CT 360: Surface Abrasion Loss of 0.1 g/cm²
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive 1.0% Lime
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.34 mm
Maximum impression at 5000 passes (right wheel) 1.33 mm
Average impression at 5000 passes (left/right avg) 1.34 mm
Maximum impression at 10000 passes (left wheel) 1.51 mm
Maximum impression at 10000 passes (right wheel) 1.48 mm
Average impression at 10000 passes (left/right avg) 1.5 mm
Maximum impression at 15000 passes (left wheel) 1.66 mm
Maximum impression at 15000 passes (right wheel) 1.65 mm
Average impression at 15000 passes (left/right avg) 1.65 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data