Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214515 DEA: 024F6004 EFIS: 0213000012
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS,TRI-36,96,299-VAR
Work Description: BRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT.
Location Description: SISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS
Contractor Name: MYERS AND SONS CONSTRUCTION
Contractor Address: 4600 NORTHGATE BLVD, STE #100, SACRAMENTO, CA 95834
Resident Engineer: Sunil Repaka Structure Rep.: Robert Thompson
DIME Sample ID: 2021-05-18-59
TL Number from the TL Form: 815633
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: 05/18/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/18/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch Type A HMA (PG 64-28 M)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78802
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer-Fraser Company, Willow Creek Plant, Willow Creek, CA
DIME Test ID: 2021-05-18-59-2
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: 07/23/2021
Date Tested: 05/19/2021
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
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1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7336.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1694.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8394.5 grams
|
|
Temperature of Water
|
76 °F
|
|
Specific Gravity for Sample 1
|
2.662
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-05-18-59-4
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: 07/23/2021
Date Tested: 05/19/2021
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
|
2.447
|
|
Bulk Specific Gravity 2
|
2.443
|
|
Bulk Specific Gravity 3
|
2.435
|
|
Average Bulk Specific Gravity
|
2.442
|
DIME Test ID: 2021-05-18-59-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/23/2021
Date Tested: 05/20/2021
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: does not comply
Additional Comments When Verified:
|
Percent Air Voids
|
8.1 %
|
|
Percent Air Voids 2
|
8.2
|
|
Percent Air Voids 3
|
8.5
|
|
Percent Air Voids Average
|
8.3
|
