Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-03-17-30
TL Number from the TL Form: 708109
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 03/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2022
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1 bag of Combined RAP (1/2-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79008B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis – Northstate Asphalt (Redding, CA)
RAP Source: Tullis, Northstate Asphalt, Redding, CA
Aggregate Size: 1/2-inch
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2022-03-17-30-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/16/2022
Date Tested: 03/28/2022
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: Uncorrected.
Test Result Compliance:
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
No
|
|
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
|
90.1 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
82.5 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
67.2 %
|
|
Cumulative percent passing the #4 sieve
|
58.4 %
|
|
Cumulative percent passing the #8 sieve
|
42.5 %
|
|
Cumulative percent passing the #16 sieve
|
30.8 %
|
|
Cumulative percent passing the #30 sieve
|
22.5 %
|
|
Cumulative percent passing the #50 sieve
|
16.1 %
|
|
Cumulative percent passing the #100 sieve
|
11.6 %
|
|
Cumulative percent passing the #200 sieve
|
8.5 %
|
DIME Test ID: 2022-03-17-30-2
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: 05/16/2022
Date Tested: 03/25/2022
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: Gser ≈ 2.760
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7335.7 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1702.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8365.0 grams
|
|
Temperature of Water
|
76 °F
|
|
Specific Gravity for Sample 1
|
2.530
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2022-03-17-30-3
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: 05/16/2022
Date Tested: 03/24/2022
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 ≈ 5.49
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
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Method A
|
|
Mass of the specimen basket assembly
|
no data
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
no data
|
|
Mass of HMA Sample prior to ignition
|
1713.8 g
|
|
Corrected Asphalt Binder Content
|
6.08 %
|
|
Mass Loss
|
no data
|
|
Mass of aggregate remaining after ignition
|
1609.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
1000 F
|
