Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for storing JMF sample data
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-05-22-136
TL Number from the TL Form:
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: 05/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2024
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 2 bags of Combined RAP (1/2-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis – Northstate Asphalt (Redding, CA)
DIME Test ID: 2024-05-22-136-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/08/2024
Date Tested: 05/29/2024
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: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
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Is an aggregate correction factor used?
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No
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|
Cumulative percent passing the 2 in. sieve
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no data
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|
Cumulative percent passing the 1 1/2 in. sieve
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no data
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|
Cumulative percent passing the 1 in. sieve
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no data
|
|
Cumulative percent passing the 3/4 in. sieve
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100 %
|
|
Cumulative percent passing the 1/2 in. sieve
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89 %
|
|
Cumulative percent passing the 3/8 in. sieve
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77 %
|
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Cumulative percent passing the #4 sieve
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55 %
|
|
Cumulative percent passing the #8 sieve
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40 %
|
|
Cumulative percent passing the #16 sieve
|
29 %
|
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Cumulative percent passing the #30 sieve
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21 %
|
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Cumulative percent passing the #50 sieve
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16 %
|
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Cumulative percent passing the #100 sieve
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11 %
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Cumulative percent passing the #200 sieve
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8.9 %
|
DIME Test ID: 2024-05-22-136-2
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: 10/08/2024
Date Tested: 10/08/2024
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)=5.39%,
Pbr≈4.03%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
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Method A
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Mass of the specimen basket assembly
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3110.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4977 g
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Mass of HMA Sample prior to ignition
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1866.8 g
|
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Corrected Asphalt Binder Content
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5.39 %
|
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Mass Loss
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103.6 g
|
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Mass of aggregate remaining after ignition
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1763.2 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 %
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|
Temperature Compensation Factor
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0.16 %
|
|
Test Temperature
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538 C
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