Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212679 DEA: 023E7204 EFIS: 0200020154
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-42.1/46.0
Work Description: COLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK.
Location Description: TEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD
Contractor Name: TULLIS, INC.
Contractor Address: 16951 Clear Creek Rd., Redding, CA 96049
Resident Engineer: Anthony Granados Structure Rep.: Unknown
DIME Sample ID: 2018-02-27-14
TL Number from the TL Form: 852086
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: 02/27/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/27/2018
The quantity of what the sample constitutes: JMF
A brief description of the sample: Combined RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D77291B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis, Inc - Northstate Asphalt - Redding, CA
RAP Source: Northstate Asphalt
Aggregate Size: 1/2-inch
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2018-02-27-14-1
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: 03/27/2018
Date Tested: 03/02/2018
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?
|
Method A
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|
Mass of HMA Sample prior to ignition
|
no data
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Corrected Asphalt Binder Content
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5.63 %
|
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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
|
no data
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Test Temperature
|
no data
|
DIME Test ID: 2018-02-27-14-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/27/2018
Date Tested: 03/02/2018
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
|
1495.6 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
|
no data0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
no data0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
no data0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
61 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
241 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
519.6 grams
|
|
Cumulative mass retained on the #4 sieve
|
656.5 grams
|
|
Cumulative mass retained on the #8 sieve
|
893.6 grams
|
|
Cumulative mass retained on the #16 sieve
|
1059.3 grams
|
|
Cumulative mass retained on the #30 sieve
|
1175.8 grams
|
|
Cumulative mass retained on the #50 sieve
|
1267.3 grams
|
|
Cumulative mass retained on the #100 sieve
|
1328.9 grams
|
|
Cumulative mass retained on the #200 sieve
|
1368 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
|
96 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
84 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
65 %
|
|
Cumulative percent passing the #4 sieve
|
56 %
|
|
Cumulative percent passing the #8 sieve
|
40 %
|
|
Cumulative percent passing the #16 sieve
|
29 %
|
|
Cumulative percent passing the #30 sieve
|
21 %
|
|
Cumulative percent passing the #50 sieve
|
15 %
|
|
Cumulative percent passing the #100 sieve
|
11 %
|
|
Cumulative percent passing the #200 sieve
|
9 %
|
DIME Test ID: 2018-02-27-14-3
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: 03/27/2018
Date Tested: 03/02/2018
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
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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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no data
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Mass of container filled with water
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7374 grams
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Mass of oven-dry sample in air for Sample 1
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1553 grams
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Mass of container filled with the sample and water for Sample 1
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8314 grams
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Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.535
|
|
Theoretical maximum density at 25°C (77°F)
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no data
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