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: 2019-01-21-12
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: 2019-01-21-12-1
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: 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:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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6.29 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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no data
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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DIME Test ID: 2019-01-21-12-2
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
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no data
|
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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
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96 %
|
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Cumulative percent passing the 1/4 in. sieve
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80.5 %
|
|
Cumulative percent passing the #4 sieve
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65 %
|
|
Cumulative percent passing the #8 sieve
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46 %
|
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Cumulative percent passing the #16 sieve
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33 %
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Cumulative percent passing the #30 sieve
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23 %
|
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Cumulative percent passing the #50 sieve
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17 %
|
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Cumulative percent passing the #100 sieve
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12 %
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Cumulative percent passing the #200 sieve
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9.5 %
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