Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210808 DEA: 020E0904 EFIS: 0200000016
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R29.3/R31.1,R45.0/R45.8
Work Description: REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location Description: IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
Contractor Name: GOLDEN STATE BRIDGE, INC.
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nathan Alexander Structure Rep.: Christopher S 'Chris' Brace
DIME Sample ID: 2019-04-25-18
TL Number from the TL Form: 001901
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: 3/4-inch Type A HMA (eq. PG 64-28 M)
From where was the sample collected: Manufacturer
Laboratory sample identification: D77851
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Northstate Asphalt
DIME Test ID: 2019-04-25-18-2
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: 05/29/2019
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
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1
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|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
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|
Method Performed
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no data
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|
Mass of container filled with water
|
7372 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2566 grams
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Mass of container filled with the sample and water for Sample 1
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8922 grams
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Temperature of Water
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25 °F
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Specific Gravity for Sample 1
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2.527
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Theoretical maximum density at 25°C (77°F)
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no data
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DIME Test ID: 2019-04-25-18-3
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: 05/29/2019
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
|
2.375
|
|
Bulk Specific Gravity 2
|
2.381
|
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Bulk Specific Gravity 3
|
2.381
|
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Average Bulk Specific Gravity
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2.379
|
DIME Test ID: 2019-04-25-18-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/29/2019
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:
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Percent Air Voids
|
6 %
|
|
Percent Air Voids 2
|
5.8 %
|
|
Percent Air Voids 3
|
5.8 %
|
|
Average Percent Air Voids
|
5.9 %
|
