Sample Record for 2019-04-05-18
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: YYZ
Contractor Address: 1234 address, Sacramento, CA 95824
Resident Engineer: RE_first RE_last Structure Rep.: SR_First SR_Last
Sample Information
DIME Sample ID: 2019-04-05-18
TL Number from the TL Form: C772606
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/05/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/10/2019
The quantity of what the sample constitutes: Aggregate for JMF Verification
A brief description of the sample: 3/8" RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: 19-J-003
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite, Arvin
Material Information
RAP Source: Manufacturer
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test Results
Test 1 of 4
DIME Test ID: 2019-04-05-18-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
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: (916) 227-7302
This test has been superseded on 12/16/2019.
Reason: corrected
Test 2 of 4
DIME Test ID: 2019-04-05-18-2
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: 12/13/2019
Date Tested: 04/10/2019
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:
Test Result Compliance:
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Method Performed
|
no data
|
Mass of container filled with water
|
7422.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
1497.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8336.0 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.568
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 3 of 4
DIME Test ID: 2019-04-05-18-3
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/13/2019
Date Tested: 04/10/2019
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:
Test Result Compliance:
Additional Comments When Verified:
Total mass of material in the sample
|
1612.9 grams
|
Cumulative mass retained on the 2 in. sieve
|
no data
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0 grams
|
Cumulative mass retained on the 1 in. sieve
|
0 grams
|
Cumulative mass retained on the 3/4 in. sieve
|
0 grams
|
Cumulative mass retained on the 1/2 in. sieve
|
0 grams
|
Cumulative mass retained on the 3/8 in. sieve
|
10.6 grams
|
Cumulative mass retained on the 1/4 in. sieve
|
no data
|
Cumulative mass retained on the #4 sieve
|
386.8 grams
|
Cumulative mass retained on the #8 sieve
|
678.6 grams
|
Cumulative mass retained on the #16 sieve
|
889.3 grams
|
Cumulative mass retained on the #30 sieve
|
1048.8 grams
|
Cumulative mass retained on the #50 sieve
|
1201.3 grams
|
Cumulative mass retained on the #100 sieve
|
1324.3 grams
|
Cumulative mass retained on the #200 sieve
|
1433.4 grams
|
Cumulative percent passing the 2 in. sieve
|
no data
|
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
|
99.3 %
|
Cumulative percent passing the 1/4 in. sieve
|
no data
|
Cumulative percent passing the #4 sieve
|
76 %
|
Cumulative percent passing the #8 sieve
|
57.9 %
|
Cumulative percent passing the #16 sieve
|
44.9 %
|
Cumulative percent passing the #30 sieve
|
35 %
|
Cumulative percent passing the #50 sieve
|
25.5 %
|
Cumulative percent passing the #100 sieve
|
17.9 %
|
Cumulative percent passing the #200 sieve
|
11.13 %
|
Test 4 of 4
DIME Test ID: 2019-04-05-18-4
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: 12/16/2019
Date Tested: 04/10/2019
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: Taken from 3512
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
|
4.47 %
|
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
|