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Sample Record for 2022-04-26-28

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

Project Information

Project ID: 215721 DEA: 010K5704 EFIS: 0120000118 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-40.5/45.7
Work Description: COLD PLANE AC PAVEMENT, PLACE RHMA-G AND TRAFFIC STRIPING.
Location Description: HUMBOLDT COUNTY NEAR DINSMORE FROM VAN DUZEN RIVER BRIDGE TO TRINITY COUNTY LINE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: P. O. BOX 1006, EUREKA, CA 95502-1006
Resident Engineer: Joaquin Rodriguez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-04-26-28
TL Number from the TL Form: 898991
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 04/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2022
The quantity of what the sample constitutes: 1of1
A brief description of the sample: psue
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Mercer Fraser
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-04-26-28-1
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: 05/11/2022
Date Tested: 05/08/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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: does not comply
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 0.261 kPa
Phase Angle (δ) (for the 10 cycles) 83.9 degree
Complex Modulus (G*) (for the 10 measurements) 2.174 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.19 kPa

Test 2 of 3

DIME Test ID: 2022-04-26-28-2
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: 05/11/2022
Date Tested: 05/08/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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 2ND
Test Result Compliance: does not comply
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 0.259 kPa
Phase Angle (δ) (for the 10 cycles) 83.9 degree
Complex Modulus (G*) (for the 10 measurements) 2.155 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.17 kPa

Test 3 of 3

DIME Test ID: 2022-04-26-28-5
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: 05/11/2022
Date Tested: 05/08/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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 0.575 kPa
Phase Angle (δ) (for the 10 cycles) 78.5 degree
Complex Modulus (G*) (for the 10 measurements) 5.753 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 5.87 kPa