Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215310 DEA: 020J4504 EFIS: 0219000125
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-97-0/0.0001
Work Description: DORRIS TMS
Location Description: SISKIYOU COUNTY AT AND NEAR DORRIS AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF RICHARDSON ROAD TO 0.1 MILE NORTH OF DORRIS BROWNWELL ROAD
Contractor Name: Roll'n Rock Construction
Contractor Address: 5527 Truck Village Drive, Mount Shasta , CA 96067
Resident Engineer: Nicole Mallory Structure Rep.: Unknown
DIME Sample ID: 2023-05-17-84
TL Number from the TL Form: 815611
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 05/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of Combined RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79236B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA
RAP Source: Fawndale Rock and Asphalt, Reddimg, CA
Aggregate Size: 3/8-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2023-05-17-84-1
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: 06/08/2023
Date Tested: 05/23/2023
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: Pbr(uncorrected)=5.24%
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
|
Celsius
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|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3011.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4555.7 g
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Mass of HMA Sample prior to ignition
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1544.4 g
|
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Corrected Asphalt Binder Content
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5.24 %
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Mass Loss
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83.9 g
|
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Mass of aggregate remaining after ignition
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1460.5 g
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|
Correction Factor (Percent by mass of HMA Specimen)
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0.00 %
|
|
Moisture Content
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0.00 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-05-17-84-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/08/2023
Date Tested: 05/23/2023
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: not applicable
Additional Comments When Verified:
|
Is an aggregate correction factor used?
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Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-1.3 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
2.0 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
1.3 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.7 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-2.7 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-3.0 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
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-2.9 %
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
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|
Cumulative percent passing the 1 in. sieve
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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 %
|
|
Cumulative percent passing the #4 sieve
|
76 %
|
|
Cumulative percent passing the #8 sieve
|
52 %
|
|
Cumulative percent passing the #16 sieve
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36 %
|
|
Cumulative percent passing the #30 sieve
|
25 %
|
|
Cumulative percent passing the #50 sieve
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16 %
|
|
Cumulative percent passing the #100 sieve
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11 %
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Cumulative percent passing the #200 sieve
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7.6 %
|
DIME Test ID: 2023-05-17-84-3
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: 06/08/2023
Date Tested: 06/08/2023
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: Gmmr=2.561
Test Result Compliance: complies
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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SI 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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7335.7 grams
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Mass of oven-dry sample in air for Sample 1
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1602.9 grams
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Mass of container filled with the sample and water for Sample 1
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8312.6 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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2.561
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Theoretical maximum density at 25°C (77°F)
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2553.6 kg/m^3
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