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Sample Record for 2021-10-27-9

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

Project Information

Project ID: 215704 DEA: 020J9104 EFIS: 0219000174 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS,MOD,SHA-89,139,299-VAR
Work Description: REPAIR UNSOUND CONCRETE, POLYESTER CONCRETE OVERLAYS, JOINT SEALS.
Location Description: LASSEN, MODOC, AND SHASTA COUNTIES AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Benicia, CA 95122
Resident Engineer: Tofael Anwar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-27-9
TL Number from the TL Form: 875742
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: 10/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M binder from Valero - Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D78966
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2021-10-27-9-1
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: 11/18/2021
Date Tested: 10/27/2021
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 7336.5 grams
Mass of oven-dry sample in air for Sample 1 2569.4 grams
Mass of container filled with the sample and water for Sample 1 8919.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.604
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 5

DIME Test ID: 2021-10-27-9-2
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: 11/18/2021
Date Tested: 10/28/2021
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 4.62 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.34 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 3 of 5

DIME Test ID: 2021-10-27-9-3
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: 11/18/2021
Date Tested: 10/28/2021
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 2.479
Bulk Specific Gravity 2 2.471
Bulk Specific Gravity 3 2.473
Average Bulk Specific Gravity 2.474

Test 4 of 5

DIME Test ID: 2021-10-27-9-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/18/2021
Date Tested: 10/28/2021
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 4.8 %
Percent Air Voids 2 5.1 %
Percent Air Voids 3 5.0 %
Percent Air Voids Average 5.0 %

Test 5 of 5

DIME Test ID: 2021-10-27-9-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/18/2021
Date Tested: 11/03/2021
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 166 psi
Average Wet Tensile Strength 158 psi
Tensile Strength Ratio 0.95