Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211775 DEA: 024E6504 EFIS: 0212000012
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-R52.5/88.4
Work Description: WIDEN BRIDGES,POLYESTER CONC OVERLAY,COLD PLANE AC PVMT,HMA,GUARDRAIL
Location Description: SISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE
Contractor Name: J.F. Shea Construction, Inc
Contractor Address: 17400 Clearcreek Road, Redding, CA 96001
Resident Engineer: Mark Loader Structure Rep.: Robert Thompson
DIME Sample ID: 2019-05-23-18
TL Number from the TL Form: 001377
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: 05/23/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2019
The quantity of what the sample constitutes: JMF Modification
A brief description of the sample: 3/8-inch Minus RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D77889B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt
RAP Source: Fawndale
Aggregate Size: Combined 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2019-05-23-18-1
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: 06/28/2019
Date Tested: 05/28/2019
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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6.6 %
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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: 2019-05-23-18-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/28/2019
Date Tested: 05/29/2019
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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1233 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
no data0 grams
|
|
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
|
no data0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
no data0 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
18.1 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
210.2 grams
|
|
Cumulative mass retained on the #4 sieve
|
363 grams
|
|
Cumulative mass retained on the #8 sieve
|
618.8 grams
|
|
Cumulative mass retained on the #16 sieve
|
801.3 grams
|
|
Cumulative mass retained on the #30 sieve
|
922.1 grams
|
|
Cumulative mass retained on the #50 sieve
|
1007 grams
|
|
Cumulative mass retained on the #100 sieve
|
1065.4 grams
|
|
Cumulative mass retained on the #200 sieve
|
1102.6 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
|
98.5 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
83 %
|
|
Cumulative percent passing the #4 sieve
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70.6 %
|
|
Cumulative percent passing the #8 sieve
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49.8 %
|
|
Cumulative percent passing the #16 sieve
|
35 %
|
|
Cumulative percent passing the #30 sieve
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25.2 %
|
|
Cumulative percent passing the #50 sieve
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18.3 %
|
|
Cumulative percent passing the #100 sieve
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13.6 %
|
|
Cumulative percent passing the #200 sieve
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10.58 %
|
DIME Test ID: 2019-05-23-18-3
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: 06/28/2019
Date Tested: 05/24/2019
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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7341 grams
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Mass of oven-dry sample in air for Sample 1
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1646 grams
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Mass of container filled with the sample and water for Sample 1
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8333 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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2.516
|
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Theoretical maximum density at 25°C (77°F)
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no data
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