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: 2021-08-25-35
TL Number from the TL Form: 858988
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/25/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2021
The quantity of what the sample constitutes: PSE 8 Boxes, 100k Ton Milestone
A brief description of the sample: 3/8 Inch HMA-A 23.6 RAP PG58-22 Valero
From where was the sample collected: Manufacturer
Laboratory sample identification: D78928
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA
DIME Test ID: 2021-08-25-35-1
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: 09/09/2021
Date Tested: 08/26/2021
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
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7336.6 grams
|
Mass of oven-dry sample in air for Sample 1
|
2543.6 grams
|
Mass of container filled with the sample and water for Sample 1
|
8905.6 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.61
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-08-25-35-2
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: 09/09/2021
Date Tested: 08/26/2021
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: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
4.39 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.38 %
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2021-08-25-35-3
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: 09/09/2021
Date Tested: 08/26/2021
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: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.479
|
Bulk Specific Gravity 2
|
2.488
|
Bulk Specific Gravity 3
|
2.481
|
Average Bulk Specific Gravity
|
2.483
|
DIME Test ID: 2021-08-25-35-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/09/2021
Date Tested: 08/26/2021
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: complies
Additional Comments When Verified:
Percent Air Voids
|
5 %
|
Percent Air Voids 2
|
4.7 %
|
Percent Air Voids 3
|
4.9 %
|
Average Percent Air Voids
|
4.9 %
|