Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2022-07-18-49
TL Number from the TL Form: 037271
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 07/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2022
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG 58-34M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis
Performance Grade: PG 58-34 M
Modified: Yes
Lot number: 1
Sublot number: 4
Tank number:
Time of sample:
HMA Supplier: Tullis
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-07-18-49-1
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: 09/13/2022
Date Tested: 09/08/2022
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:
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Phase
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Original binder
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|
Test Plate Diameter
|
25 mm
|
|
Test Gap
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1 mm
|
|
Test Frequency
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10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.283 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
68.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.362 kPa
|
|
Test Temperature (Specimen 1)
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58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.54 kPa
|
