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: 2020-04-03-31
TL Number from the TL Form: 991022
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: 04/03/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/10/2020
The quantity of what the sample constitutes: 6 tons
A brief description of the sample: 3/4-inch Type A HMA (eq. PG 64-16)
From where was the sample collected: Job Site
Laboratory sample identification: D78381
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt - Redding, CA
DIME Test ID: 2020-04-03-31-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 05/29/2020
Date Tested: 04/14/2020
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:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
2100.2 g
|
Corrected Asphalt Binder Content
|
4.62 %
|
Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.38 %
|
Moisture Content
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no data0 %
|
Temperature Compensation Factor
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no data
|
Test Temperature
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1000 F
|