Print Report | Back to Sample Detail

Sample Record for 2021-08-10-8

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

Project Information

Project ID: 214700 DEA: 030F2804 EFIS: 0312000069 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.1/9.4
Work Description: Dillard Overcrossing and McConnel Overhead
Location Description: Hwy 99, Elk Grove, CA
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Saed Masoud Structure Rep.: Chau Ha

Sample Information

DIME Sample ID: 2021-08-10-8
TL Number from the TL Form: 850196
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: 08/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2021
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: PG64-10
From where was the sample collected: Source
Laboratory sample identification: 1917636483
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero

Material Information

Performance Grade: PG 64-10
Modified:
Lot number: 5
Sublot number: 5
Tank number:
Time of sample:
HMA Supplier: Granite Bradshaw
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 3

DIME Test ID: 2021-08-10-8-1
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: 08/18/2021
Date Tested: 08/15/2021
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 #1 173.006 grams
Mass of empty container #2 175.467 grams
Mass of container #1 before test (m1i) 208.487 grams
Mass of container #2 before test (m2i) 210.691 grams
Mass of container #1 after test (m1f) 208.329 grams
Mass of container #2 after test (m2f) 210.533 grams
Average mass change -0.447 percent

Test 2 of 3

DIME Test ID: 2021-08-10-8-2
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: 08/18/2021
Date Tested: 08/15/2021
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 0.199 kPa
Phase Angle (δ) (for the 10 cycles) 77.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.655 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.69 kPa

Test 3 of 3

DIME Test ID: 2021-08-10-8-3
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: 08/18/2021
Date Tested: 08/14/2021
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 0.318 kPa
Phase Angle (δ) (for the 10 cycles) 74.3 degree
Complex Modulus (G*) (for the 10 measurements) 3.183 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 3.31 kPa

Tests Assigned to this Sample

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