Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993905 DEA: 034H5814 EFIS: 0320000240
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-27.6/29.5,30.4/34.3
Work Description: ROADWAY EXCAVATION, PLACE CL2 AB, HMA & RHMA, & MODIFY RAMP METERS.
Location Description: SACRAMENTO COUNTY IN AND NEAR SACRAMENTO FROM 0.5 MILES SOUTH OF ARENA BOULEVARD OVERCROSSING TO 0.4 MILES SOUTH OF 99/5 INTERCHANGE AND FROM 0.5 MILES NORTH OF THE 99/5 INTERCHANGE TO 0.4 MILE SOUTH OF THE YOLO COUNTY LINE
Contractor Name: DeSILVA GATES CONSTRUCTION
Contractor Address: 3855 N Freeway, Ste. 100, Sacramento, CA 95834
Resident Engineer: Hani Eissa Structure Rep.: Brent Bullard
DIME Sample ID: 2024-04-23-40
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 04/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2024
The quantity of what the sample constitutes: 1 Oil Can
A brief description of the sample: 3/4" HMA w/ 25% RAP Oil
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Construction
Performance Grade: PG 58-22
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2024-04-23-40-1
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: 04/30/2024
Date Tested: 04/26/2024
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:
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Phase
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Original binder
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|
Test Gap
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1 mm
|
|
Test Frequency
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10.0 rad/s
|
|
Strain Amplitude
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12.00 %
|
|
Stress Amplitude
|
0.195 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
85.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.616 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.62 kPa
|
