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Sample Record for 2021-06-17-11

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Project Information

Project ID: 215412 DEA: 061A9404 EFIS: 0620000141 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-20.0/21.0,30.9/37.3
Work Description: COLD PLANE AND REPLACE WITH RHMA (TYPE O).
Location Description: FRESNO COUNTY FROM 2 MILES NORTH OF ROUTE 5/33/145 SEPARATION TO SOUTH DERRIC AVENUE OVERCROSSING AND FROM 1 MILE NORTH OF ROUTE 5/33 SEPARATION TO 1.1 MILES SOUTH OF KAMM AVENUE OVERCROSSING
Contractor Name: Austin Enterprise
Contractor Address: Box 81926, Bakersfield, CA 93380
Resident Engineer: Din Dadawalla Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-17-11
TL Number from the TL Form: 039803B
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 06/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: GRANITE
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 3

DIME Test ID: 2021-06-17-11-1
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: 06/29/2021
Date Tested: 06/23/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: per standard specifications
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? One
Any material loss from containers during heating process/testing? No
Mass of empty container #1 165.574 grams
Mass of container #1 before test (m1i) 200.635 grams
Mass of container #1 after test (m1f) 200.636 grams
Average mass change 0.003 percent

Test 2 of 3

DIME Test ID: 2021-06-17-11-2
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/29/2021
Date Tested: 06/23/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: ORIG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.158 kPa
Phase Angle (δ) (for the 10 cycles) 89.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.315 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.32 kPa

Test 3 of 3

DIME Test ID: 2021-06-17-11-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/29/2021
Date Tested: 06/23/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.243 kPa
Phase Angle (δ) (for the 10 cycles) 88.5 degree
Complex Modulus (G*) (for the 10 measurements) 2.427 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 2.43 kPa

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.