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Sample Record for 2020-07-01-43

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Project Information

Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-6.0/14.6
Work Description: REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location Description: LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Tim Crosby Structure Rep.: Jeff Rothgery

Sample Information

DIME Sample ID: 2020-07-01-43
TL Number from the TL Form: 896802
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: 07/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Fine RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78502B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Plant

Material Information

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

Test Results

Test 1 of 3

DIME Test ID: 2020-07-01-43-1
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: 11/02/2020
Date Tested: 07/03/2020
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: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1757.8 g
Corrected Asphalt Binder Content 5.73 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2020-07-01-43-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/02/2020
Date Tested: 07/03/2020
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: complies
Additional Comments When Verified:
Does this test use 1/4 sieve? Yes
Is an aggregate correction factor used? No
Total mass of material in the sample 1659.3 grams
Cumulative mass retained on the 2 in. sieve 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve 0.0 grams
Cumulative mass retained on the 1 in. sieve 0.0 grams
Cumulative mass retained on the 3/4 in. sieve 0.0 grams
Cumulative mass retained on the 1/2 in. sieve 0.0 grams
Cumulative mass retained on the 3/8 in. sieve 25.7 grams
Cumulative mass retained on the 1/4 in. sieve 344.2 grams
Cumulative mass retained on the #4 sieve 538.0 grams
Cumulative mass retained on the #8 sieve 881.5 grams
Cumulative mass retained on the #16 sieve 1099.4 grams
Cumulative mass retained on the #30 sieve 1235.2 grams
Cumulative mass retained on the #50 sieve 1342.1 grams
Cumulative mass retained on the #100 sieve 1435.1 grams
Cumulative mass retained on the #200 sieve 1501.1 grams
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 98.5 %
Cumulative percent passing the 1/4 in. sieve 79.3 %
Cumulative percent passing the #4 sieve 67.6 %
Cumulative percent passing the #8 sieve 46.9 %
Cumulative percent passing the #16 sieve 33.7 %
Cumulative percent passing the #30 sieve 25.6 %
Cumulative percent passing the #50 sieve 19.1 %
Cumulative percent passing the #100 sieve 13.5 %
Cumulative percent passing the #200 sieve 9.5 %

Test 3 of 3

DIME Test ID: 2020-07-01-43-3
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: 11/02/2020
Date Tested: 07/03/2020
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: complies
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 7338.0 grams
Mass of oven-dry sample in air for Sample 1 1444.0 grams
Mass of container filled with the sample and water for Sample 1 8200.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.482
Theoretical maximum density at 25°C (77°F) no data