Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215483 DEA: 022J0004 EFIS: 0221000017
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-49-0.0/7.5
Work Description: PLACE HOT MIX ASPHALT (TYPE A).
Location Description: PLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70
Contractor Name: ALL AMERICAN CONSTRUCTION
Contractor Address: P.O. BOX 635 2048 PASEO ROAD, LIVE OAK CA 95953
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2021-08-28-2
TL Number from the TL Form: 897856
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: 08/28/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2021
The quantity of what the sample constitutes: 4 boxes for voids
A brief description of the sample: 3/8 inch HMA A 15 RAP PG64-28M Valero
From where was the sample collected: Manufacturer
Laboratory sample identification: D78939
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western NV Materials, Spanish Springs
DIME Test ID: 2021-08-28-2-1
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: 09/13/2021
Date Tested: 09/09/2021
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
|
7336.6 grams
|
Mass of oven-dry sample in air for Sample 1
|
1651.3 grams
|
Mass of container filled with the sample and water for Sample 1
|
8314.2 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.451
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-08-28-2-2
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: 09/13/2021
Date Tested: 09/09/2021
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:
Bulk Specific Gravity
|
2.334
|
Bulk Specific Gravity 2
|
2.336
|
Bulk Specific Gravity 3
|
2.333
|
Average Bulk Specific Gravity
|
2.334
|
DIME Test ID: 2021-08-28-2-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/13/2021
Date Tested: 09/09/2021
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
|
4.7 %
|
Percent Air Voids 3
|
4.8 %
|
Percent Air Voids Average
|
4.8 %
|