Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215424 DEA: 024G4404 EFIS: 0214000013
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-38.0/38.6
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullivan
DIME Sample ID: 2021-06-03-18
TL Number from the TL Form: 779366
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/03/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2021
The quantity of what the sample constitutes: PSE at 395 Tons
A brief description of the sample: Combined RAP (1/2-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78823
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc - Northstate Asphalt - Redding, CA
RAP Source: Tullis, Northstate Asphalt
Aggregate Size: 1/2-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2021-06-03-18-1
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: 08/27/2021
Date Tested: 06/04/2021
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:
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Test procedure used?
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no data
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Mass of HMA prior to ignition
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no data
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Corrected Asphalt Binder Content
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5.34 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.00 %
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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DIME Test ID: 2021-06-03-18-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/27/2021
Date Tested: 06/04/2021
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:
|
Does this test use 1/4 sieve?
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Yes
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Is an aggregate correction factor used?
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No
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Total mass of material in the sample
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1626.3 grams
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Cumulative mass retained on the 2 in. sieve
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0.0 grams
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Cumulative mass retained on the 1 1/2 in. sieve
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0.0 grams
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Cumulative mass retained on the 1 in. sieve
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0.0 grams
|
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Cumulative mass retained on the 3/4 in. sieve
|
32.1 grams
|
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Cumulative mass retained on the 1/2 in. sieve
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181.1 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
357.7 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
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619.2 grams
|
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Cumulative mass retained on the #4 sieve
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742.3 grams
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Cumulative mass retained on the #8 sieve
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982.4 grams
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Cumulative mass retained on the #16 sieve
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1158.7 grams
|
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Cumulative mass retained on the #30 sieve
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1282.0 grams
|
|
Cumulative mass retained on the #50 sieve
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1378.1 grams
|
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Cumulative mass retained on the #100 sieve
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1446.3 grams
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Cumulative mass retained on the #200 sieve
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1491.3 grams
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Cumulative percent passing the 2 in. sieve
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100 %
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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Cumulative percent passing the 3/4 in. sieve
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98 %
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Cumulative percent passing the 1/2 in. sieve
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88.9 %
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Cumulative percent passing the 3/8 in. sieve
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78 %
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Cumulative percent passing the 1/4 in. sieve
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61.9 %
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Cumulative percent passing the #4 sieve
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54.4 %
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Cumulative percent passing the #8 sieve
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39.6 %
|
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Cumulative percent passing the #16 sieve
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28.8 %
|
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Cumulative percent passing the #30 sieve
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21.2 %
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Cumulative percent passing the #50 sieve
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15.3 %
|
|
Cumulative percent passing the #100 sieve
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11.1 %
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Cumulative percent passing the #200 sieve
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8.3 %
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DIME Test ID: 2021-06-03-18-3
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: 08/27/2021
Date Tested: 06/07/2021
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:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7336.6 grams
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Mass of oven-dry sample in air for Sample 1
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1696.2 grams
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Mass of container filled with the sample and water for Sample 1
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8366.2 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.545
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Theoretical maximum density at 25°C (77°F)
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no data
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