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Sample Record for 2018-06-04-35

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

Project Information

Project ID: 212741 DEA: 020E1804 EFIS: 0200000022 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-29.8/30.2
Work Description: BRIDGE REPLACEMENT
Location Description: PLUMAS COUNTY NEAR CANYON DAM FROM 0.2 MILE SOUTH TO 0.3 MILE NORTH OF LAKE ALMANOR SPILLWAY
Contractor Name: Q&D CONSTRUCTION, INC.
Contractor Address: P.O Box 10865, Reno, NV 89510
Resident Engineer: Ryan Johnson Structure Rep.: Matt Crete

Sample Information

DIME Sample ID: 2018-06-04-35
TL Number from the TL Form: 894777
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/04/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D77438
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Cascade Aggregate and Asphalt Products

Material Information

RAP Source: Dig It Construction
Aggregate Size: 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2018-06-04-35-1
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: 01/22/2019
Date Tested: 06/08/2018
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 2.476
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 3

DIME Test ID: 2018-06-04-35-2
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: 01/22/2019
Date Tested: 06/07/2018
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 6.88 %
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 3 of 3

DIME Test ID: 2018-06-04-35-3
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/22/2019
Date Tested: 06/08/2018
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 99.5 %
Cumulative percent passing the 3/8 in. sieve 93.9 %
Cumulative percent passing the 1/4 in. sieve 82.5 %
Cumulative percent passing the #4 sieve 75 %
Cumulative percent passing the #8 sieve 56.9 %
Cumulative percent passing the #16 sieve 42.6 %
Cumulative percent passing the #30 sieve 31.8 %
Cumulative percent passing the #50 sieve 22.4 %
Cumulative percent passing the #100 sieve 15.7 %
Cumulative percent passing the #200 sieve 11.51 %