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Sample Record for 2019-01-21-12

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

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

Material Information

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:

Test Results

Test 1 of 2

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 (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:
Test procedure used? Method A
Mass of HMA prior to ignition no data
Corrected Asphalt Binder Content 6.29 %
Mass of aggregate remaining after ignition no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 2 of 2

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 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 96 %
Cumulative percent passing the 1/4 in. sieve 80.5 %
Cumulative percent passing the #4 sieve 65 %
Cumulative percent passing the #8 sieve 46 %
Cumulative percent passing the #16 sieve 33 %
Cumulative percent passing the #30 sieve 23 %
Cumulative percent passing the #50 sieve 17 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 9.5 %