Sample Record for 2026-08-23-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995520 DEA: 041Y7004 EFIS: 0423000016
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC,SOL-80-13.8/14.1,0.0/0.4
Work Description: AL ZAMPA BRIDGE DECK REHABILITATION REPLACE TOP COURSE
Location Description: CONTRA COSTA AND SOLANO COUNTIES AT CROCKETT AND IN VALLEJO FROM UNION PACIFIC RAILROAD OVERHEAD TO 0.8 MILE SOUTH OF ROUTE 80/29 SEPARATION
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 fourth Street, Berkley, CA, 94710
Resident Engineer: Ferdinand Ciceron Structure Rep.: John Parecadan
Sample Information
DIME Sample ID: 2026-08-23-4
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: JMF Verification
Type of Material: Asphalt Binder
Sample Taken Date: 08/23/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2026
The quantity of what the sample constitutes: 2 quart cans,
A brief description of the sample: PG 88-16M from load 4
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Murietta- Berkley
Material Information
Performance Grade: PG 88-16 M
Modified: Yes
Lot number:
Sublot number:
Tank number: PG 88-16M from load 4
Time of sample:
HMA Supplier: Martin Murietta- Berkley
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 3/8" HMA-A, & #4 HMA-A
HMA Supplier Mix ID Number: 75S253-26L1, & 77S653-26L1
Test Results
Test
DIME Test ID: 2026-08-23-4-1
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/25/2026
Date Tested: 08/25/2026
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 #1
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
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Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
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12.06 %
|
|
Stress Amplitude
|
0.163 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
33.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
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1.349 kPa
|
|
Test Temperature (Specimen 1)
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88.0 C
|
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Dynamic Shear, G*/sin(δ)
|
2.48 kPa
|
