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Sample Record for 2024-09-16-64

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

Project Information

Project ID: 215741 DEA: 01366004 EFIS: 0100000127 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-80.0/84.0
Work Description: Indianola Cutoff UC
Location Description: HUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF
Contractor Name: Granite Construction Company
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Efren Banuelos Structure Rep.: Adlai Evans

Sample Information

DIME Sample ID: 2024-09-16-64
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 09/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/20/2024
The quantity of what the sample constitutes: 1 OF 1
A brief description of the sample: JMF Verification
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kerman Plant, Blue Lake

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Granite Kernan Plant
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: 2024-09-16-64-1
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: 09/24/2024
Date Tested: 09/23/2024
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 3.073 kPa
Phase Angle (δ) (for the 10 cycles) 46.8 degree
Complex Modulus (G*) (for the 10 measurements) 25.483 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 34.96 kPa

Test 2 of 4

DIME Test ID: 2024-09-16-64-5
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 09/24/2024
Date Tested: 09/24/2024
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: ER
Test Result Compliance: does not comply
Additional Comments When Verified:
Final Reading from the testing machine (X) 20.0 cm
% Elongation Recovery no data0 %

Test 3 of 4

DIME Test ID: 2024-09-16-64-6
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: 09/24/2024
Date Tested: 09/23/2024
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 3.348 kPa
Phase Angle (δ) (for the 10 cycles) 45.4 degree
Complex Modulus (G*) (for the 10 measurements) 33.309 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 46.78 kPa

Test 4 of 4

DIME Test ID: 2024-09-16-64-7
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: 09/24/2024
Date Tested: 09/23/2024
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 +6C
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue two specimens
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 3.348 kPa
Phase Angle (δ) (for the 10 cycles) 45.4 degree
Complex Modulus (G*) (for the 10 measurements) 33.309 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 46.78 kPa
Stress Amplitude 2 2.101 kPa
Phase Angle 2 (δ) (for the 10 cycles) 44.4 degree
Complex Modulus 2 (G*) (for the 10 measurements) 20.907 kPa
Test Temperature (Specimen 2) 70.0 C
Dynamic Shear 2, G*/sin(δ) 29.88 kPa
Delta at 2.2 kpa 42.8 degree