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Sample Record for 2024-10-09-34

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Project Information

Project ID: 993231 DEA: 010B5304 EFIS: 0114000035 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-162-11.5/11.8
Work Description: Rodeo Creek Slide II
Location Description: MENDOCINO COUNTY NEAR DOS RIOS FROM 1.5 MILES TO 1.7 MILES EAST OF RODEO CREEK BRIDGE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: 200 Dinsmore Dr., Fortuna, CA 95502
Resident Engineer: Roozbeh Hadipour Structure Rep.: Katharine Perrin

Sample Information

DIME Sample ID: 2024-10-09-34
TL Number from the TL Form: 876499
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: 10/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2024
The quantity of what the sample constitutes: i can of bnder
A brief description of the sample: 58-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: fortuna plant b

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-10-09-34-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/16/2024
Date Tested: 10/15/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: og
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.157 kPa
Phase Angle (δ) (for the 10 cycles) 87.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.300 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.30 kPa

Test 2 of 2

DIME Test ID: 2024-10-09-34-2
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/16/2024
Date Tested: 10/15/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: rtfo
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.326 kPa
Phase Angle (δ) (for the 10 cycles) 84.4 degree
Complex Modulus (G*) (for the 10 measurements) 3.246 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.26 kPa