Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994345 DEA: 023J7804 EFIS: 0222000083
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-15.8/16.9,20.5/24.5
Work Description: PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-06-14-85
TL Number from the TL Form: 858118
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: 06/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of Fine RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79264B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt - Redding, CA
RAP Source: Tullis, Northstate Asphalt, Redding, CA
Aggregate Size: 3/8-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2023-06-14-85-1
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: 08/03/2023
Date Tested: 06/16/2023
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)=6.39%,
Pbr≈5.48%
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
|
3036.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4322.9 g
|
|
Mass of HMA Sample prior to ignition
|
1286.4 g
|
|
Corrected Asphalt Binder Content
|
6.39 %
|
|
Mass Loss
|
85.2 g
|
|
Mass of aggregate remaining after ignition
|
1201.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.00 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
0.23 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-06-14-85-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/03/2023
Date Tested: 06/16/2023
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)
|
0.1 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
0.2 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
0.1 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
0.0 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.4 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.7 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.9 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.9 %
|
|
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
|
71 %
|
|
Cumulative percent passing the #8 sieve
|
51 %
|
|
Cumulative percent passing the #16 sieve
|
37 %
|
|
Cumulative percent passing the #30 sieve
|
26 %
|
|
Cumulative percent passing the #50 sieve
|
19 %
|
|
Cumulative percent passing the #100 sieve
|
13 %
|
|
Cumulative percent passing the #200 sieve
|
9.9 %
|
DIME Test ID: 2023-06-14-85-3
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: 08/03/2023
Date Tested: 06/15/2023
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=2.511,
Gser≈2.736
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
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Mechanical Agitation - Method A
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|
Mass of container filled with water
|
7335.7 grams
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|
Mass of oven-dry sample in air for Sample 1
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1578.1 grams
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|
Mass of container filled with the sample and water for Sample 1
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8285.4 grams
|
|
Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.511
|
|
Theoretical maximum density at 25°C (77°F)
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2503.7 kg/m^3
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