Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995051 DEA: 023H6804 EFIS: 0218000006
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R28.8/R44.1
Work Description: PLACE RHMA, PAINT TRAFFIC STRIPE, & INSTALL FIBER OPTIC CABLE SYSTEM.
Location Description: SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE CITY FROM PIT RIVER BRIDGE TO 1.2 MILES SOUTH OF DOG CREEK BRIDGE
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 CLEAR CREEK ROAD, REDDING, CA 96001
Resident Engineer: Kyle Higgins Structure Rep.: Unknown
DIME Sample ID: 2024-07-16-101
TL Number from the TL Form: 858501
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: 07/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2024
The quantity of what the sample constitutes: 10 k
A brief description of the sample: 8 boxes of Lime Treated 3/4-inch RHMA-G (PG 64-16 CR) virgin PG 64-16 from Valero – Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D79644
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA
DIME Test ID: 2024-07-16-101-1
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: 10/07/2024
Date Tested: 07/18/2024
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: Gmm=2.650
Test Result Compliance:
Additional Comments When Verified:
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Number of tests
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1
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|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7333 grams
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Mass of oven-dry sample in air for Sample 1
|
2564 grams
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Mass of container filled with the sample and water for Sample 1
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8929.4 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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2.65
|
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Theoretical maximum density at 25°C (77°F)
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2642.3 kg/m^3
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DIME Test ID: 2024-07-16-101-2
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: 10/07/2024
Date Tested: 10/07/2024
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: Gmb=2.626
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.631
|
|
Bulk Specific Gravity 2
|
2.632
|
|
Bulk Specific Gravity 3
|
2.616
|
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Average Bulk Specific Gravity
|
2.626
|
DIME Test ID: 2024-07-16-101-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/07/2024
Date Tested: 10/07/2024
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: Pa=0.9
Test Result Compliance: does not comply
Additional Comments When Verified:
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Percent Air Voids
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0.7 %
|
|
Percent Air Voids 2
|
0.7 %
|
|
Percent Air Voids 3
|
1.3 %
|
|
Average Percent Air Voids
|
0.9 %
|
