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Sample Record for 2024-05-21-128

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Project Information

Project ID: 994975 DEA: 034H0704 EFIS: 0318000158 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-20-R12.2/20.0
Work Description: COLD PLANE AND OVERLAY, INSTALL CURED-IN-PLACE PIPELINERS.
Location Description: NEVADA COUNTY IN AND NEAR GRASS VALLEY AND NEVADA CITY FROM ROUTE 20/49 SEPARATION TO 0.1 MILE EAST OF CELIO ROAD
Contractor Name: DESILVA GATES CONSTRUCTION LLC
Contractor Address: 3855 N Freeway, Ste. 100, Sacramento, CA 95834
Resident Engineer: Renee Plaza Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-21-128
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: 05/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2024
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 3/4" HMA-SP
From where was the sample collected: Source
Laboratory sample identification: 3670
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number: 1
Sublot number: 10
Tank number:
Time of sample:
HMA Supplier: Teichert Hallwood
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton 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: 2024-05-21-128-1
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: 07/09/2024
Date Tested: 07/02/2024
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 0.174 kPa
Phase Angle (δ) (for the 10 cycles) 86.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.441 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.44 kPa

Test 2 of 4

DIME Test ID: 2024-05-21-128-2
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: 07/09/2024
Date Tested: 07/02/2024
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 0.354 kPa
Phase Angle (δ) (for the 10 cycles) 83.4 degree
Complex Modulus (G*) (for the 10 measurements) 3.521 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.54 kPa

Test 3 of 4

DIME Test ID: 2024-05-21-128-3
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: 07/09/2024
Date Tested: 07/03/2024
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 38.070 kPa
Phase Angle (δ) (for the 10 cycles) 45.2 degree
Complex Modulus (G*) (for the 10 measurements) 3787.931 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 2688 kPa

Test 4 of 4

DIME Test ID: 2024-05-21-128-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/09/2024
Date Tested: 07/09/2024
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