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Sample Record for 2022-08-15-36

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

Project Information

Project ID: 993697 DEA: 022J4504 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-56.0/R60.5
Work Description: PLACE HMA (TYPE A) AND REPLACE AC SURFACING.
Location Description: TEHAMA COUNTY ABOUT 13 MILES EAST OF RED BLUFF FROM 0.7 MILE EAST OF MANTON ROAD TO 2.4 MILES EAST OF PAYNES CREEK BRIDGE
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA. KNIFE RIVER CONSTRUC TION
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-15-36
TL Number from the TL Form: 857902
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: 08/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 12 boxes of Lime Treated 3/4-inch Type A HMA with 15.0% RAP and virgin PG 64-16 from Valero – Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D79128
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction – Orland Plant (Orland, 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): 5

Test Results

Test 1 of 5

DIME Test ID: 2022-08-15-36-1
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: 08/26/2022
Date Tested: 08/16/2022
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 7335.8 grams
Mass of oven-dry sample in air for Sample 1 2530.6 grams
Mass of container filled with the sample and water for Sample 1 8875.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.555
Theoretical maximum density at 25°C (77°F) 159.0 lb/ft^3

Test 2 of 5

DIME Test ID: 2022-08-15-36-2
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: 08/26/2022
Date Tested: 08/16/2022
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 2.430
Bulk Specific Gravity 2 2.442
Bulk Specific Gravity 3 2.427
Average Bulk Specific Gravity 2.433

Test 3 of 5

DIME Test ID: 2022-08-15-36-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/26/2022
Date Tested: 08/16/2022
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:
Percent Air Voids 4.9 %
Percent Air Voids 2 4.4 %
Percent Air Voids 3 5.0 %
Percent Air Voids Average 4.8 %

Test 4 of 5

DIME Test ID: 2022-08-15-36-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/26/2022
Date Tested: 08/23/2022
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 186 psi
Average Wet Tensile Strength 163 psi
Tensile Strength Ratio 0.88

Test 5 of 5

DIME Test ID: 2022-08-15-36-5
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: 08/26/2022
Date Tested: 08/26/2022
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:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 4.43 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.78 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data