Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R3.8/R11.7
Work Description: WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description: SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Henry Benner Structure Rep.: Eric Chaffee
DIME Sample ID: 2019-01-29-13
TL Number from the TL Form: 736645
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: 01/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 02/01/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D77790
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt - Redding, CA
RAP Source: Fawndale Rock and Asphalt, Redding, CA
Aggregate Size: 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): 1000
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2019-01-29-13-1
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: 02/25/2019
Date Tested: 02/04/2019
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:
|
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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6.42 %
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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: 2019-01-29-13-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/25/2019
Date Tested: 02/05/2019
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
|
1511.7 grams
|
|
Cumulative mass retained on the 2 in. sieve
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no data
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Cumulative mass retained on the 1 1/2 in. sieve
|
no data0 grams
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|
Cumulative mass retained on the 1 in. sieve
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no data0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
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
|
35.8 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
301.8 grams
|
|
Cumulative mass retained on the #4 sieve
|
507.5 grams
|
|
Cumulative mass retained on the #8 sieve
|
842.1 grams
|
|
Cumulative mass retained on the #16 sieve
|
1035.4 grams
|
|
Cumulative mass retained on the #30 sieve
|
1189.4 grams
|
|
Cumulative mass retained on the #50 sieve
|
1245.7 grams
|
|
Cumulative mass retained on the #100 sieve
|
1311.7 grams
|
|
Cumulative mass retained on the #200 sieve
|
1357.3 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
|
97.6 %
|
|
Cumulative percent passing the 1/4 in. sieve
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80 %
|
|
Cumulative percent passing the #4 sieve
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66.4 %
|
|
Cumulative percent passing the #8 sieve
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44.3 %
|
|
Cumulative percent passing the #16 sieve
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31.5 %
|
|
Cumulative percent passing the #30 sieve
|
21.3 %
|
|
Cumulative percent passing the #50 sieve
|
17.6 %
|
|
Cumulative percent passing the #100 sieve
|
13.2 %
|
|
Cumulative percent passing the #200 sieve
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10.21 %
|
DIME Test ID: 2019-01-29-13-3
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: 02/25/2019
Date Tested: 02/04/2019
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:
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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?
|
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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7371 grams
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Mass of oven-dry sample in air for Sample 1
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1596 grams
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Mass of container filled with the sample and water for Sample 1
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8337 grams
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Temperature of Water
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25 °F
|
|
Specific Gravity for Sample 1
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2.53
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Theoretical maximum density at 25°C (77°F)
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no data
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