Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215483 DEA: 022J0004 EFIS: 0221000017
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-49-0.0/7.5
Work Description: PLACE HOT MIX ASPHALT (TYPE A).
Location Description: PLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70
Contractor Name: ALL AMERICAN CONSTRUCTION
Contractor Address: P.O. BOX 635 2048 PASEO ROAD, LIVE OAK CA 95953
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2021-08-24-19
TL Number from the TL Form: 897852
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 08/24/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2021
The quantity of what the sample constitutes: PSE 1 Bag
A brief description of the sample: 3/8 Inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78927
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western NV Materials, Spanish Springs
RAP Source: WNM Spanish Springs
Aggregate Size: 3/8 inch
Aggregate Source: WNM Spanish Springs
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2021-08-24-19-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/09/2021
Date Tested: 08/27/2021
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:
|
Does this test use 1/4 sieve?
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Yes
|
|
Is an aggregate correction factor used?
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No
|
|
Total mass of material in the sample
|
1284.2 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
36.8 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
252.1 grams
|
|
Cumulative mass retained on the #4 sieve
|
385.0 grams
|
|
Cumulative mass retained on the #8 sieve
|
620.8 grams
|
|
Cumulative mass retained on the #16 sieve
|
789.1 grams
|
|
Cumulative mass retained on the #30 sieve
|
908.9 grams
|
|
Cumulative mass retained on the #50 sieve
|
1011.7 grams
|
|
Cumulative mass retained on the #100 sieve
|
1093.9 grams
|
|
Cumulative mass retained on the #200 sieve
|
1147.1 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
|
97.1 %
|
|
Cumulative percent passing the 1/4 in. sieve
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80.4 %
|
|
Cumulative percent passing the #4 sieve
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70 %
|
|
Cumulative percent passing the #8 sieve
|
51.7 %
|
|
Cumulative percent passing the #16 sieve
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38.6 %
|
|
Cumulative percent passing the #30 sieve
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29.2 %
|
|
Cumulative percent passing the #50 sieve
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21.2 %
|
|
Cumulative percent passing the #100 sieve
|
14.8 %
|
|
Cumulative percent passing the #200 sieve
|
10.7 %
|
DIME Test ID: 2021-08-24-19-2
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: 09/09/2021
Date Tested: 08/27/2021
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?
|
US Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
|
7336.6 grams
|
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Mass of oven-dry sample in air for Sample 1
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1568.4 grams
|
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Mass of container filled with the sample and water for Sample 1
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8279.7 grams
|
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Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.508
|
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Theoretical maximum density at 25°C (77°F)
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no data
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DIME Test ID: 2021-08-24-19-3
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: 09/09/2021
Date Tested: 08/26/2021
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?
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Fahrenheit
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|
Test procedure used?
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no data
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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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5.51 %
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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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0.00 %
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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
|
|
Test Temperature
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no data
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