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: 2019-01-21-10
TL Number from the TL Form:
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 01/21/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/21/2019
The quantity of what the sample constitutes: Mix Design
A brief description of the sample: Combined RAP
From where was the sample collected: Source
Laboratory sample identification: 19-1001 314
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt
RAP Source: Fawndale Rock and Asphalt, Redding, CA
Aggregate Size: -3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): 1000
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2019-01-21-10-1
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 02/06/2019
Date Tested: 01/21/2019
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:
|
Corrected Asphalt Binder Content
|
4.96 %
|
DIME Test ID: 2019-01-21-10-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/06/2019
Date Tested: 01/21/2019
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:
|
Cumulative percent passing the 2 in. sieve
|
no data
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
98 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
84.5 %
|
|
Cumulative percent passing the #4 sieve
|
71 %
|
|
Cumulative percent passing the #8 sieve
|
50 %
|
|
Cumulative percent passing the #16 sieve
|
35 %
|
|
Cumulative percent passing the #30 sieve
|
23 %
|
|
Cumulative percent passing the #50 sieve
|
15 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
6.6 %
|
DIME Test ID: 2019-01-21-10-3
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: 02/06/2019
Date Tested: 01/21/2019
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
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
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2.536
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
