*Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Sample Record for 2017-11-01-12


Project Information

Project ID: 99999 DEA: 0322222 QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Contractor Address:
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-11-01-12
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Sample Organization Contact: 7146885366
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 11/01/2017
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 1
A brief description of the sample: RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

RAP Source: Mustang Pit
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):

Test Results

Test 1 of 5

DIME Test ID: 2017-11-01-12-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/01/2017
Date Tested: 11/01/2017
Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
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 99.8 %
Cumulative percent passing the 3/8 in. sieve 94 %
Cumulative percent passing the 1/4 in. sieve 66 %
Cumulative percent passing the #4 sieve 46.5 %
Cumulative percent passing the #8 sieve 43 %
Cumulative percent passing the #16 sieve 34.9 %
Cumulative percent passing the #30 sieve 27.1 %
Cumulative percent passing the #50 sieve 20.2 %
Cumulative percent passing the #100 sieve 14.2 %
Cumulative percent passing the #200 sieve 10 %

Test Results

Test 2 of 5

DIME Test ID: 2017-11-01-12-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 11/03/2017
Date Tested: 11/03/2017
Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 6.53 %
Mass of HMA prior to ignition no data
Mass of aggregate remaining after ignition no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Test Temperature no data

Test Results

Test 3 of 5

DIME Test ID: 2017-11-01-12-3
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: 11/03/2017
Date Tested: 11/03/2017
Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Number of tests 3
Mass Determination Water
Specific Gravity for Sample 1 2.459
Specific Gravity for Sample 2 2.471
Specific Gravity for Sample 3 2.461
Average Specific Gravity 2.464

Test Results

Test 4 of 5

DIME Test ID: 2017-11-01-12-4
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: 02/01/2018
Date Tested: 02/01/2018
Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Asphalt Binder Content 5.8 %

Test Results

Test 5 of 5

DIME Test ID: 2017-11-01-12-5
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Data has not been verified.