Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213720 DEA: 024H2004 EFIS: 0218000094
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-89-26.3/29.2
Work Description: PAVEMENT OVERLAY
Location Description: SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: TOFAEL ANWAR Structure Rep.: Unknown
DIME Sample ID: 2019-04-17-28
TL Number from the TL Form: 853332
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: 04/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/18/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: -3/8 inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D77833B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shaw Pit Facility
RAP Source: Shaw Pit Facility
Aggregate Size: Fine
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): 1000
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2019-04-17-28-1
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: 05/13/2019
Date Tested: 04/20/2019
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
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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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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
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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: 2019-04-17-28-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/13/2019
Date Tested: 04/22/2019
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
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1553.4 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
no data0 grams
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Cumulative mass retained on the 1 1/2 in. sieve
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no data0 grams
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|
Cumulative mass retained on the 1 in. sieve
|
no data0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
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no data0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
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no data0 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
33.5 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
399 grams
|
|
Cumulative mass retained on the #4 sieve
|
583.9 grams
|
|
Cumulative mass retained on the #8 sieve
|
890.4 grams
|
|
Cumulative mass retained on the #16 sieve
|
1075.2 grams
|
|
Cumulative mass retained on the #30 sieve
|
1183.6 grams
|
|
Cumulative mass retained on the #50 sieve
|
1260.3 grams
|
|
Cumulative mass retained on the #100 sieve
|
1320.1 grams
|
|
Cumulative mass retained on the #200 sieve
|
1369.5 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
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97.8 %
|
|
Cumulative percent passing the 1/4 in. sieve
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74.3 %
|
|
Cumulative percent passing the #4 sieve
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62.4 %
|
|
Cumulative percent passing the #8 sieve
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42.7 %
|
|
Cumulative percent passing the #16 sieve
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30.8 %
|
|
Cumulative percent passing the #30 sieve
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23.8 %
|
|
Cumulative percent passing the #50 sieve
|
18.9 %
|
|
Cumulative percent passing the #100 sieve
|
15 %
|
|
Cumulative percent passing the #200 sieve
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11.84 %
|
DIME Test ID: 2019-04-17-28-3
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: 05/13/2019
Date Tested: 04/22/2019
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
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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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7372 grams
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Mass of oven-dry sample in air for Sample 1
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1642 grams
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Mass of container filled with the sample and water for Sample 1
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8371 grams
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Temperature of Water
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24 °F
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|
Specific Gravity for Sample 1
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2.555
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Theoretical maximum density at 25°C (77°F)
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no data
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