Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215240 DEA: 021H6804 EFIS: 0216000010
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-5-39/41.9
Work Description: SB Cottonwood Scales
Location Description:
Contractor Name: McCuen Construction, Inc.
Contractor Address: 3269 Swetzer Road, Loomis, CA,95690
Resident Engineer: Edward Worden Structure Rep.: Chris Brace
DIME Sample ID: 2024-05-28-82
TL Number from the TL Form: 035794
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: 05/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2024
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of Combined RAP (1/2-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79556B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis — Northstate Asphalt (Redding, CA)
RAP Source: Northstate Asphalt
Aggregate Size: Combined, 1/2-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2024-05-28-82-1
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: 02/04/2025
Date Tested: 06/04/2024
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)=4.88%,
Pbr≈4.29%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3017.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4859.6 g
|
|
Mass of HMA Sample prior to ignition
|
1842.4 g
|
|
Corrected Asphalt Binder Content
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4.88 %
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Mass Loss
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92.9 g
|
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Mass of aggregate remaining after ignition
|
1749.5 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
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|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
|
0.16 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-05-28-82-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/04/2025
Date Tested: 06/05/2024
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)
|
0.2 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.2 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-1 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-0.4 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-0.4 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.8 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.7 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.8 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.6 %
|
|
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
|
85 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
69 %
|
|
Cumulative percent passing the #4 sieve
|
48 %
|
|
Cumulative percent passing the #8 sieve
|
34 %
|
|
Cumulative percent passing the #16 sieve
|
25 %
|
|
Cumulative percent passing the #30 sieve
|
17 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
6.7 %
|
DIME Test ID: 2024-05-28-82-3
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: 02/04/2025
Date Tested: 06/05/2024
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=2.602,
Gser≈2.790
Test Result Compliance: does not comply
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
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|
Method Performed
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Mechanical Agitation - Method A
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|
Mass of container filled with water
|
7333.7 grams
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Mass of oven-dry sample in air for Sample 1
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1955.8 grams
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Mass of container filled with the sample and water for Sample 1
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8537.9 grams
|
|
Temperature of Water
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76 °F
|
|
Specific Gravity for Sample 1
|
2.602
|
|
Theoretical maximum density at 25°C (77°F)
|
2594.5 kg/m^3
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