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Sample Record for 2019-04-25-11

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

Project Information

Project ID: 213336 DEA: 023E7404 EFIS: 0200020160 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-R7.6/18.3
Work Description: PAVEMENT PRESERVATION
Location Description: SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY
Contractor Name: Tullis, Inc
Contractor Address: P.O box 493416, Redding, CA 96001
Resident Engineer: Mandhir Grewal Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-25-11
TL Number from the TL Form: 001904
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: 04/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch Type A HMA (eq. PG 64-28 M)
From where was the sample collected: Manufacturer
Laboratory sample identification: D77848
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Northstate Asphalt

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 0
Sublot number: 0
HMA Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2019-04-25-11-2
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: 05/23/2019
Date Tested: 04/25/2019
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 no data
Mass of container filled with water 7372.0 grams
Mass of oven-dry sample in air for Sample 1 1632.0 grams
Mass of container filled with the sample and water for Sample 1 8346.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.478
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 3

DIME Test ID: 2019-04-25-11-3
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: 05/23/2019
Date Tested: 04/26/2019
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 2.320
Bulk Specific Gravity 2 2.330
Bulk Specific Gravity 3 2.325
Average Bulk Specific Gravity 2.325

Test 3 of 3

DIME Test ID: 2019-04-25-11-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/23/2019
Date Tested: 04/29/2019
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 6.4 %
Percent Air Voids 2 6.0 %
Percent Air Voids 3 6.2 %
Percent Air Voids Average 6.2 %