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: 2019-01-04-83
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 01/04/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/04/2019
The quantity of what the sample constitutes: 1
A brief description of the sample: JMF 1/2 inch RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials - Pleasanton
RAP Source: Stockpile
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2019-01-04-83-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 05/13/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: RAP Sample 2A T-308
Test Result Compliance:
Additional Comments When Verified:
Test procedure used?
|
Method A
|
Mass of HMA prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
5.24 %
|
Mass Loss
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no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2019-01-04-83-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/13/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: RAP Sample 2A T-30
Test Result Compliance:
Additional Comments When Verified:
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
|
93.9 %
|
Cumulative percent passing the 3/8 in. sieve
|
84.2 %
|
Cumulative percent passing the 1/4 in. sieve
|
84.2 %
|
Cumulative percent passing the #4 sieve
|
62.7 %
|
Cumulative percent passing the #8 sieve
|
45.6 %
|
Cumulative percent passing the #16 sieve
|
32.4 %
|
Cumulative percent passing the #30 sieve
|
22.4 %
|
Cumulative percent passing the #50 sieve
|
14.2 %
|
Cumulative percent passing the #100 sieve
|
8.2 %
|
Cumulative percent passing the #200 sieve
|
4.6 %
|