Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215157 DEA: 021H5704 EFIS: 0216000036
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-67.8/77.8
Work Description: BURNEY CAPM - PAVEMENT REHABILITATION
Location Description: BUNCH GRASS LOOKOUT RD TO NAPA LN
Contractor Name: JF Shea Constrcution
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Kyle Higgins Structure Rep.: Unknown
DIME Sample ID: 2023-08-09-98
TL Number from the TL Form: 823602
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 08/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1 bag of Combined RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79314B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
RAP Source: Fawndale Rock and Asphalt, Redding, CA
Aggregate Size: 3/8-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2023-08-09-98-1
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: 01/25/2024
Date Tested: 08/11/2023
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: Pbr(uncorrected)=5.50%,
Pbr≈4.75%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3108.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5188.3 g
|
|
Mass of HMA Sample prior to ignition
|
2079.7 g
|
|
Corrected Asphalt Binder Content
|
5.51 %
|
|
Mass Loss
|
117.4 g
|
|
Mass of aggregate remaining after ignition
|
1962.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-08-09-98-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/25/2024
Date Tested: 08/14/2023
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: not applicable
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-1.3 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
2.0 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
1.3 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.7 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-2.7 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-3.0 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-2.9 %
|
|
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 %
|
|
Cumulative percent passing the #4 sieve
|
79 %
|
|
Cumulative percent passing the #8 sieve
|
55 %
|
|
Cumulative percent passing the #16 sieve
|
38 %
|
|
Cumulative percent passing the #30 sieve
|
27 %
|
|
Cumulative percent passing the #50 sieve
|
18 %
|
|
Cumulative percent passing the #100 sieve
|
13 %
|
|
Cumulative percent passing the #200 sieve
|
9.4 %
|
DIME Test ID: 2023-08-09-98-3
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: 01/25/2024
Date Tested: 08/11/2023
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: Gmmr=2.587,
Gser≈2.795
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?
|
SI Units
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|
Mass Determination
|
Air
|
|
Method Performed
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Mechanical Agitation - Method A
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|
Mass of container filled with water
|
7335.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
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2587.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8922.6 grams
|
|
Temperature of Water
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78 °F
|
|
Specific Gravity for Sample 1
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2.587
|
|
Theoretical maximum density at 25°C (77°F)
|
2579.5 kg/m^3
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