Print Report | Back to Sample Detail

Sample Record for 2022-07-20-60

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

Project Information

Project ID: 993112 DEA: 021H4704 EFIS: 0216000044 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-5-36.3/41.6
Work Description: ROADWAY EXCAVATION, HMA (TYPE A), CULVERT WORK AND RSP.
Location Description: TEHAMA COUNTY NEAR RED BLUFF FROM NINE MILE HILL OVERCROSSING TO 0.1 MILE NORTH OF BOWMAN ROAD OVERCROSSING
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA. KNIFE RIVER CONSTRUC TION
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-20-60
TL Number from the TL Form: 037268
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 07/20/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2022
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: 1/2" Open Grade PG 64-28M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
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): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-07-20-60-1
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/19/2022
Date Tested: 08/16/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: OG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.123 kPa
Phase Angle (δ) (for the 10 cycles) 70.1 degree
Complex Modulus (G*) (for the 10 measurements) 1.022 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.09 kPa

Test 2 of 3

DIME Test ID: 2022-07-20-60-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/19/2022
Date Tested: 08/16/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: RTFO
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 0.328 kPa
Phase Angle (δ) (for the 10 cycles) 58.6 degree
Complex Modulus (G*) (for the 10 measurements) 3.277 kPa
Test Temperature (Specimen 1) 694.0 C
Dynamic Shear, G*/sin(δ) 3.84 kPa
Stress Amplitude 2 0.196 kPa
Phase Angle 2 (δ) (for the 10 cycles) 60.8 degree
Complex Modulus 2 (G*) (for the 10 measurements) 1.958 kPa
Test Temperature (Specimen 2) 70.0 C
Dynamic Shear 2, G*/sin(δ) 2.24 kPa
Delta at 2.2 kpa 60.9 degree

Test 3 of 3

DIME Test ID: 2022-07-20-60-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/19/2022
Date Tested: 08/17/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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 13.498 kPa
Phase Angle (δ) (for the 10 cycles) 43.0 degree
Complex Modulus (G*) (for the 10 measurements) 1349.833 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 921 kPa