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

Sample Record for 2020-04-27-1


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: 2020-04-27-1
TL Number from the TL Form: COC
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 04/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/27/2020
The quantity of what the sample constitutes: 4 cans
A brief description of the sample: PG 64-10
From where was the sample collected: Manufacturer
Laboratory sample identification: AB205060
Structure unique identifier:
Structure name:

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:

Test Results

Test 1 of 4

DIME Test ID: 2020-04-27-1-4
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/27/2020
Date Tested: 04/27/2020
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 1.2 degree
Dynamic Shear, G*/sin(δ) 1.02 kPa
(G*) x sin(δ)= 3 kPa

Test Results

Test 2 of 4

DIME Test ID: 2020-04-27-1-6
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 05/12/2020
Date Tested: 05/13/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested Three
Ductility of test #1 (D1) 90 cm
Ductility of test #2 (D2) 91 cm
Ductility of test #3 (D3) 92 cm
Ductility of sample 91 cm
Was test performed on RTFO? no data

Test Results

Test 3 of 4

DIME Test ID: 2020-04-27-1-7
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 05/12/2020
Date Tested: 05/12/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Is mass change based on one or two containers? One
Physical changes in material no data
Any material loss from containers during heating process/testing? No
Mass of empty container #1 172.686 grams
Mass of container #1 before test (m1i) 207.616 grams
Mass of container #1 after test (m1f) 207.596 grams
Average mass change -0.057 percent

Test Results

Test 4 of 4

DIME Test ID: 2020-04-27-1-9
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/12/2020
Date Tested: 05/13/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: PG64-16
Additional Comments When Verified:
Test Plate Diameter 25.0 mm
Test Gap 1 ┬Ám
Test Temperature 64.0 C
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0 kPa
Complex Modulus (G*) (for the 10 measurements) 1.530 kPa
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 87.5 degree
Dynamic Shear, G*/sin(δ) 1.53 kPa
(G*) x sin(δ)= 2 kPa