Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213720 DEA: 024H2004 EFIS: 0218000094
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-89-26.3/29.2
Work Description: PAVEMENT OVERLAY
Location Description: SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: TOFAEL ANWAR Structure Rep.: Unknown
DIME Sample ID: 2019-04-17-26
TL Number from the TL Form: 853327
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: 04/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/18/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4-inch Type A HMA (eq. PG 64-16)
From where was the sample collected: Manufacturer
Laboratory sample identification: D77829
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shaw Pit Facility
DIME Test ID: 2019-04-17-26-1
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: 05/10/2019
Date Tested: 04/18/2019
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
|
7369.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2138.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8641.0 grams
|
Temperature of Water
|
25 °F
|
Specific Gravity for Sample 1
|
2.466
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2019-04-17-26-2
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: 05/10/2019
Date Tested: 04/22/2019
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
|
2.440
|
Bulk Specific Gravity 2
|
2.440
|
Bulk Specific Gravity 3
|
2.442
|
Average Bulk Specific Gravity
|
2.441
|
DIME Test ID: 2019-04-17-26-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/10/2019
Date Tested: 04/23/2019
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
|
1.1 %
|
Percent Air Voids 2
|
1.1 %
|
Percent Air Voids 3
|
1.0 %
|
Percent Air Voids Average
|
1.1 %
|