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: 2019-01-04-28
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: JMF
A brief description of the sample: RAP
From where was the sample collected: Source
Laboratory sample identification: TEM34SPLA
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM-Templeton
DIME Test ID: 2019-01-04-28-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/26/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Rap sample 1 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
|
97 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
87 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
87 %
|
|
Cumulative percent passing the #4 sieve
|
60 %
|
|
Cumulative percent passing the #8 sieve
|
43 %
|
|
Cumulative percent passing the #16 sieve
|
32 %
|
|
Cumulative percent passing the #30 sieve
|
25 %
|
|
Cumulative percent passing the #50 sieve
|
18 %
|
|
Cumulative percent passing the #100 sieve
|
13 %
|
|
Cumulative percent passing the #200 sieve
|
8.5 %
|
DIME Test ID: 2019-01-04-28-2
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: 03/26/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Water
|
|
Specific Gravity for Sample 1
|
2.463
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2019-01-04-28-3
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: 03/26/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
no data
|
|
Corrected Asphalt Binder Content
|
4.65 %
|
|
Mass Loss
|
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: 2019-01-04-28-4
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 03/27/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RAP Sample 1 T164
Test Result Compliance:
Additional Comments When Verified:
|
Corrected Asphalt Binder Content
|
4.65 %
|
