Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001465 DEA: 022K7004 EFIS: 0225000139
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-78.7
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-07-21-49
TL Number from the TL Form: 036702
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: 07/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 Bags RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79973B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA
RAP Source: Fawndale Rock and Asphalt, Redding, CA
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2025-07-21-49-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/04/2025
Date Tested: 08/04/2025
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)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-1.3 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
2 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
1.3 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
no data0 %
|
|
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 %
|
|
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
|
97 %
|
|
Cumulative percent passing the #4 sieve
|
67 %
|
|
Cumulative percent passing the #8 sieve
|
45 %
|
|
Cumulative percent passing the #16 sieve
|
30 %
|
|
Cumulative percent passing the #30 sieve
|
21 %
|
|
Cumulative percent passing the #50 sieve
|
14 %
|
|
Cumulative percent passing the #100 sieve
|
10 %
|
|
Cumulative percent passing the #200 sieve
|
7.5 %
|
DIME Test ID: 2025-07-21-49-2
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: 08/04/2025
Date Tested: 07/29/2025
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=2.597
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
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|
Mass of container filled with water
|
7331.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1686 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8368.3 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.597
|
|
Theoretical maximum density at 25°C (77°F)
|
2589.5 kg/m^3
|
DIME Test ID: 2025-07-21-49-3
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: 08/04/2025
Date Tested: 07/30/2025
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: Pb(uncorrected)=5.16%
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
|
3026.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4707.4 g
|
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Mass of HMA Sample prior to ignition
|
1680.6 g
|
|
Corrected Asphalt Binder Content
|
5.16 %
|
|
Mass Loss
|
89.7 g
|
|
Mass of aggregate remaining after ignition
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1590.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
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|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.18 %
|
|
Test Temperature
|
538 C
|
