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Sample Record for 2022-07-11-74

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

Project Information

Project ID: 993345 DEA: 022J4004 EFIS: 0221000074 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-395-56.5/R61.1
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HMA.
Location Description: LASSEN COUNTY NEAR JANESVILLE FROM 0.1 MILE NORTH OF SUNNYSIDE ROAD TO 0.1 MILE NORTH OF ROUTE 36
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-11-74
TL Number from the TL Form: 896423
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: 07/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and virgin PG 58-34 M from Albina Klamath Falls
From where was the sample collected: Manufacturer
Laboratory sample identification: D79088
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2022-07-11-74-1
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: 08/16/2022
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: not applicable
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 1554.8 grams
Mass of container filled with the sample and water for Sample 1 8268.0 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.498
Theoretical maximum density at 25°C (77°F) 155.5 lb/ft^3

Test 2 of 5

DIME Test ID: 2022-07-11-74-2
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: 08/16/2022
Date Tested: 07/19/2022
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: does not comply
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 5.29 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.58 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 3 of 5

DIME Test ID: 2022-07-11-74-3
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: 08/16/2022
Date Tested: 07/18/2022
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: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.262
Bulk Specific Gravity 2 2.298
Bulk Specific Gravity 3 2.273
Average Bulk Specific Gravity 2.278

Test 4 of 5

DIME Test ID: 2022-07-11-74-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/16/2022
Date Tested: 07/18/2022
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: does not comply
Additional Comments When Verified:
Percent Air Voids 9.4 %
Percent Air Voids 2 8.0 %
Percent Air Voids 3 9.0 %
Percent Air Voids Average 8.8 %

Test 5 of 5

DIME Test ID: 2022-07-11-74-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/16/2022
Date Tested: 07/27/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 101 psi
Average Wet Tensile Strength 95 psi
Tensile Strength Ratio 0.94