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Sample Record for 2021-04-12-67

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Project Information

Project ID: 215033 DEA: 033H6504 EFIS: 0318000027 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-49-8.3/8.7
Work Description: CONSTRUCT A TWO-WAY LEFT-TURN LANE AND 8' SHOULDERS.
Location Description: NEVADA COUNTY ON ROUTE 49 FROM 0.1 MILE SOUTH OF ROUND VALLEY ROAD TO 0.1 MILE NORTH OF QUAIL CREEK DRIVE
Contractor Name: BALDWIN CONTRACTING CO., INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 Skyway, CHICO, CA 95928
Resident Engineer: Christopher Fallbeck Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-04-12-67
TL Number from the TL Form: C779131
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2021
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: RAP 5/8" Minus
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-022
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Hallwood

Material Information

RAP Source: KRC Hallwood, RAP Bin 1
Aggregate Size:
Aggregate Source: Knife River Construction - Hallwood
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2021-04-12-67-1
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: 06/23/2021
Date Tested: 09/02/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-022.
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.46 %
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 2 of 3

DIME Test ID: 2021-04-12-67-2
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: 06/23/2021
Date Tested: 04/14/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-022. Report only.
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7404.8 grams
Mass of oven-dry sample in air for Sample 1 1943.5 grams
Mass of container filled with the sample and water for Sample 1 8596.7 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.586
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2021-04-12-67-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/23/2021
Date Tested: 04/14/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-022.
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? No
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 93 %
Cumulative percent passing the 3/8 in. sieve 82 %
Cumulative percent passing the #4 sieve 55 %
Cumulative percent passing the #8 sieve 40 %
Cumulative percent passing the #16 sieve 31 %
Cumulative percent passing the #30 sieve 24 %
Cumulative percent passing the #50 sieve 17 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 8.4 %