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Sample Record for 2024-07-26-71

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Project Information

Project ID: 215676 DEA: 020J6404 EFIS: 0219000145 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-36-R13.6/R14.2
Work Description: A13 AT ROUTE 36 SAFETY
Location Description: IN PLUMAS COUNTY NEAR CHESTER FROM 0.2 MILE WEST OF BAILEY CREEK BRIDGE TO 0.3 MILE EAST OF COUNTY ROAD A-13.
Contractor Name: BALDWIN CONTRACTING COMPANY, INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 SKYWAY, CHICO CA 95928
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-26-71
TL Number from the TL Form: C823615
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: 07/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/13/2024
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: PG 64-28 3/4" W/15% RAP LIME
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River

Material Information

Performance Grade: PG 64-28
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): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-07-26-71-1
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: 08/23/2024
Date Tested: 08/20/2024
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: Original
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 0.153 kPa
Phase Angle (δ) (for the 10 cycles) 82.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.268 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.28 kPa

Test 2 of 4

DIME Test ID: 2024-07-26-71-2
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: 08/23/2024
Date Tested: 08/20/2024
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 0.340 kPa
Phase Angle (δ) (for the 10 cycles) 77.8 degree
Complex Modulus (G*) (for the 10 measurements) 3.380 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.46 kPa

Test 3 of 4

DIME Test ID: 2024-07-26-71-3
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: 08/23/2024
Date Tested: 08/21/2024
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: PAV
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 46.977 kPa
Phase Angle (δ) (for the 10 cycles) 45.3 degree
Complex Modulus (G*) (for the 10 measurements) 4674.173 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 3322 kPa

Test 4 of 4

DIME Test ID: 2024-07-26-71-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 08/23/2024
Date Tested: 08/22/2024
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: DUCT
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 150 cm
Ductility of sample 150 cm