Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 99999 DEA: 0322222
QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Michael Maksimovich Structure Rep.: Unknown
DIME Sample ID: 2018-01-12-3
TL Number from the TL Form: Unknown
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: 01/12/2018
Date that the sample was received by the laboratory/organization performing the testing: 01/12/2018
The quantity of what the sample constitutes: JMF
A brief description of the sample: 3/8-inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SNC - Mustang Asphalt Plant
RAP Source: Mustang Asphalt Plant
Aggregate Size: 3/8
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2018-01-12-3-1
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: 01/12/2018
Date Tested: 01/12/2018
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
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|
Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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6.18 %
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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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no data
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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: 2018-01-12-3-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/12/2018
Date Tested: 01/12/2018
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:
|
Total mass of material in the sample
|
1523.4 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
no data
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|
Cumulative mass retained on the 1 1/2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
6 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
122 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
414 grams
|
|
Cumulative mass retained on the #4 sieve
|
575 grams
|
|
Cumulative mass retained on the #8 sieve
|
859.7 grams
|
|
Cumulative mass retained on the #16 sieve
|
1026.2 grams
|
|
Cumulative mass retained on the #30 sieve
|
1139 grams
|
|
Cumulative mass retained on the #50 sieve
|
1242.2 grams
|
|
Cumulative mass retained on the #100 sieve
|
1324.2 grams
|
|
Cumulative mass retained on the #200 sieve
|
1377.9 grams
|
|
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
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92 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
73 %
|
|
Cumulative percent passing the #4 sieve
|
62 %
|
|
Cumulative percent passing the #8 sieve
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44 %
|
|
Cumulative percent passing the #16 sieve
|
33 %
|
|
Cumulative percent passing the #30 sieve
|
25 %
|
|
Cumulative percent passing the #50 sieve
|
18 %
|
|
Cumulative percent passing the #100 sieve
|
13 %
|
|
Cumulative percent passing the #200 sieve
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10 %
|
DIME Test ID: 2018-01-12-3-3
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: 01/12/2018
Date Tested: 01/12/2018
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
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What is the unit of measurement for theoretical density?
|
US Units
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Mass Determination
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Air
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Method Performed
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no data
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Mass of container filled with water
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7376.0 grams
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Mass of oven-dry sample in air for Sample 1
|
1695.0 grams
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Mass of container filled with the sample and water for Sample 1
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8386.0 grams
|
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Temperature of Water
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25 °F
|
|
Specific Gravity for Sample 1
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2.471
|
|
Theoretical maximum density at 25°C (77°F)
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no data
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