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Sample Record for 2026-06-08-27

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

Project Information

Project ID: 1001389 DEA: 030J5204 EFIS: 0319000293 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV,PLA-20-Var
Work Description: CAPITAL PREVENTIVE MAINTENANCE (CAPM) - COLD PLANE AC PVMT, HMA (TYPE A), & DRAINAGE SYSTEMS.
Location Description: NEVADA AND PLACER COUNTIES AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF DOW ROAD TO 0.5 MILE EAST OF YUBA PASS SEPARATION AND OVERHEAD
Contractor Name: KNIFE RIVER COMPANY
Contractor Address: 1764 SKYWAY, CHICO, CA 95928
Resident Engineer: Lucas Price Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-06-08-27
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 06/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2026
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 58-22
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River - Hallwood

Material Information

Performance Grade: PG 58-22
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Knife River Hallwood
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2026-06-08-27-1
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: 06/24/2026
Date Tested: 06/23/2026
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 0.110 kPa
Phase Angle (δ) (for the 10 cycles) 88.3 degree
Complex Modulus (G*) (for the 10 measurements) 0.912 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 0.91 kPa

Test

DIME Test ID: 2026-06-08-27-2
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: 06/24/2026
Date Tested: 06/24/2026
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 SAME DAY RETEST BY AMARE
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 0.108 kPa
Phase Angle (δ) (for the 10 cycles) 88.3 degree
Complex Modulus (G*) (for the 10 measurements) 0.899 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 0.90 kPa

Test

DIME Test ID: 2026-06-08-27-3
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: 06/24/2026
Date Tested: 06/24/2026
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 RETEST @ 58
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 0.237 kPa
Phase Angle (δ) (for the 10 cycles) 87.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.965 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.97 kPa