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Sample Record for 2019-04-09-16

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

Project Information

Project ID: 213720 DEA: 024H2004 EFIS: 0218000094 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-89-26.3/29.2
Work Description: PAVEMENT OVERLAY
Location Description: SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: TOFAEL ANWAR Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-09-16
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: 04/09/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/09/2019
The quantity of what the sample constitutes: Mix Design
A brief description of the sample: -3/8 inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shaw Pit Facility

Material Information

RAP Source: Shaw Pit Facility
Aggregate Size: Fine
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2019-04-09-16-1
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: 05/13/2019
Date Tested: 04/09/2019
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:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.94 %
Mass Loss 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

DIME Test ID: 2019-04-09-16-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/13/2019
Date Tested: 04/09/2019
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 100 %
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 99 %
Cumulative percent passing the 1/4 in. sieve 85.5 %
Cumulative percent passing the #4 sieve 72 %
Cumulative percent passing the #8 sieve 49 %
Cumulative percent passing the #16 sieve 33 %
Cumulative percent passing the #30 sieve 23 %
Cumulative percent passing the #50 sieve 16 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 9.4 %