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Sample Record for 2026-06-05-38

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

Project Information

Project ID: 1001573 DEA: 060X2904 EFIS: 0618000050 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-33-13.9/16.7
Work Description: HMA (TYPE A), RDWY EXC, CL 2 AB, CURB RAMPS AND MOBILIZATION.
Location Description: FRESNO COUNTY IN AND NEAR COALINGA FROM ENTERPRISE PARKWAY TO LOS GATOS CREEK SOUTH CHANNEL BRIDGE
Contractor Name: Cal Valley Construction, Inc. (Chris Grimm)
Contractor Address: Unknown
Resident Engineer: Din Dadawalla Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-06-05-38
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: Quality Assurance
Type of Material: Asphaltic Emulsion
Sample Taken Date: 06/05/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2026
The quantity of what the sample constitutes: 2 jugs of ss-1h
A brief description of the sample: ss-1h 70/30
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Talley Oil

Material Information

Emulsion Grade: SS-1h
Lot Number:
Sub Lot:
Dilution Percentage Rate: 70/30

Test Results

Test

DIME Test ID: 2026-06-05-38-1
Test Method: AASHTO T59-25: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 06/16/2026
Date Tested: 06/15/2026
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: evap
Test Result Compliance: complies
Additional Comments When Verified:
How many beakers will be used to conduct the test? 2
Beaker 1 Residue 46.2 %
Beaker 2 Residue 47.4 %
Percentage of residue 47 %