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Sample Record for 2026-08-03-29

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

Project Information

Project ID: 1001985 DEA: 010L9904 EFIS: 0122000073 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-199-T0.6/0.8
Work Description: DN 199 Construct Roundabout
Location Description:
Contractor Name: S.T. Rhoades Construction
Contractor Address: 8780 Old Oregon Trail, Redding, CA 96001
Resident Engineer: Ryan Dunne Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-08-03-29
TL Number from the TL Form: 025860
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Production Start-Up
Type of Material: Asphalt Binder
Sample Taken Date: 08/03/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/05/2026
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: 1 can of PG 64-16 binder
From where was the sample collected: Source
Laboratory sample identification: 26-155
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tidewater Smith River

Material Information

Performance Grade: PG 64-16
Modified:
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Tidewater- Smith River
Certified Asphalt Supplier: Albina Asphalt - Klamath Falls - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 1/2" HMA 15% RAP PG 64-16
HMA Supplier Mix ID Number: 122000073
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-08-03-29-1
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/07/2026
Date Tested: 08/06/2026
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: does not comply
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.06 %
Stress Amplitude 0.112 kPa
Phase Angle (δ) (for the 10 cycles) 86.6 degree
Complex Modulus (G*) (for the 10 measurements) 0.925 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 0.93 kPa

Test

DIME Test ID: 2026-08-03-29-2
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/07/2026
Date Tested: 08/07/2026
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-2
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.06 %
Stress Amplitude 0.109 kPa
Phase Angle (δ) (for the 10 cycles) 86.6 degree
Complex Modulus (G*) (for the 10 measurements) 0.902 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 0.90 kPa