Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995105 DEA: 023J8104 EFIS: 0222000086
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-0.408/7.1
Work Description: Scott Mountain Overlay
Location Description:
Contractor Name: TULLIS INC
Contractor Address: P O BOX 493416, REDDING CA 96049
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown
DIME Sample ID: 2023-09-27-52
TL Number from the TL Form: 824452
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: 09/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of Fine RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79362B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Shasta Ranch Aggregates (Anderson, CA)
RAP Source: Tullis, Northstate Asphalt
Aggregate Size: 3/8-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2023-09-27-52-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/13/2023
Date Tested: 10/02/2023
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)
|
1.1 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
0.7 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.1 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.4 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.5 %
|
|
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
|
99 %
|
|
Cumulative percent passing the #4 sieve
|
78 %
|
|
Cumulative percent passing the #8 sieve
|
57 %
|
|
Cumulative percent passing the #16 sieve
|
41 %
|
|
Cumulative percent passing the #30 sieve
|
30 %
|
|
Cumulative percent passing the #50 sieve
|
22 %
|
|
Cumulative percent passing the #100 sieve
|
16 %
|
|
Cumulative percent passing the #200 sieve
|
11.4 %
|
DIME Test ID: 2023-09-27-52-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/13/2023
Date Tested: 09/29/2023
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=2.545
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Number of Samples
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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
|
|
Mass of container filled with water 1
|
7335.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1583.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8296.5 grams
|
|
Temperature of Water
|
25.3 °F
|
|
Specific Gravity for Sample 1
|
2.545
|
|
Theoretical maximum density at 25°C (77°F)
|
2538 kg/m^3
|
DIME Test ID: 2023-09-27-52-3
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: 10/13/2023
Date Tested: 09/29/2023
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)=7.12%
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
|
3016.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4270.9 g
|
|
Mass of HMA Sample prior to ignition
|
1254.8 g
|
|
Corrected Asphalt Binder Content
|
7.12 %
|
|
Mass Loss
|
92.3 g
|
|
Mass of aggregate remaining after ignition
|
1162.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
0.24 %
|
|
Test Temperature
|
538 C
|
