Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-6.0/14.6
Work Description: REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location Description: LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Tim Crosby Structure Rep.: Jeff Rothgery
DIME Sample ID: 2021-10-15-14
TL Number from the TL Form: 695655
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: 10/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/18/2021
The quantity of what the sample constitutes: 4 Boxes at 4000 tons for voids
A brief description of the sample: 3/4 inch HMA-A 23 RAP PG 58-34M Marathon Fernley
From where was the sample collected: Manufacturer
Laboratory sample identification: D78964
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction, Ward Lake Plant, Litchfield, CA
DIME Test ID: 2021-10-15-14-1
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: 10/21/2021
Date Tested: 10/18/2021
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
|
7336.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2609.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8889.9 grams
|
|
Temperature of Water
|
76 °F
|
|
Specific Gravity for Sample 1
|
2.471
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-10-15-14-2
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: 10/21/2021
Date Tested: 10/18/2021
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:
|
Bulk Specific Gravity
|
2.379
|
|
Bulk Specific Gravity 2
|
2.375
|
|
Bulk Specific Gravity 3
|
2.376
|
|
Average Bulk Specific Gravity
|
2.377
|
DIME Test ID: 2021-10-15-14-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/21/2021
Date Tested: 10/18/2021
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
|
3.7 %
|
|
Percent Air Voids 2
|
3.9 %
|
|
Percent Air Voids 3
|
3.8 %
|
|
Percent Air Voids Average
|
3.8 %
|
