Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R3.8/R11.7
Work Description: WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description: SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Henry Benner Structure Rep.: Eric Chaffee
DIME Sample ID: 2020-04-02-18
TL Number from the TL Form: 897561
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: 04/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/02/2020
The quantity of what the sample constitutes: 10000 tons
A brief description of the sample: 3/4-inch Type A HMA (eq. PG 64-10)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78369
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt - Redding, CA
DIME Test ID: 2020-04-02-18-1
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: 04/30/2020
Date Tested: 04/03/2020
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
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7338.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2532.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8876.0 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.547
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-04-02-18-2
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/30/2020
Date Tested: 04/07/2020
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:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
25000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
25000
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
0.08 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
0.07 mm
|
Stripping Inflection Point (Wheel A)
|
>25000
|
Stripping Inflection Point (Wheel B)
|
>25000
|