Print Report | Back to Sample Detail

Sample Record for 2021-07-29-9

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

Project Information

Project ID: 215629 DEA: 060U0304 EFIS: 0615000184 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-33,198-24.3,22.7/22.9
Work Description: WIDEN INTERSECTION, PLACE LIGHTING, TRAFFIC MONITOR STATION & CULVERT.
Location Description: FRESNO COUNTY NEAR COALINGA ON ROUTE 33 AT ROUTE 198 AND ON ROUTE 198 FROM 0.1 MILE SOUTH OF JUNCTION ROUTE 33/198 TO 0.1 MILE NORTH OF JUNCTION ROUTE 33/198
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Anourack Khampraseuth Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-29-9
TL Number from the TL Form: 039911
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: 07/29/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2021
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: BINDER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number: 32001
Time of sample:
HMA Supplier: Granite Construction
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 3

DIME Test ID: 2021-07-29-9-1
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: 08/16/2021
Date Tested: 08/10/2021
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 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? No
Mass of empty container #1 168.636 grams
Mass of empty container #2 170.775 grams
Mass of container #1 before test (m1i) 204.040 grams
Mass of container #2 before test (m2i) 206.014 grams
Mass of container #1 after test (m1f) 204.040 grams
Mass of container #2 after test (m2f) 206.016 grams
Average mass change 0.003 percent

Test 2 of 3

DIME Test ID: 2021-07-29-9-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/16/2021
Date Tested: 08/10/2021
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 2018 Standard Specifications OG
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 0.155 kPa
Phase Angle (δ) (for the 10 cycles) 89.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.289 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.29 kPa

Test 3 of 3

DIME Test ID: 2021-07-29-9-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/16/2021
Date Tested: 08/10/2021
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 2018 Standard Specifications 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 0.245 kPa
Phase Angle (δ) (for the 10 cycles) 88.4 degree
Complex Modulus (G*) (for the 10 measurements) 2.449 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 2.45 kPa

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2021-07-29-9-4AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)08/04/2021Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder LaboratoryPAV
2021-07-29-9-5AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)08/04/2021Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder Laboratory