Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994246 DEA: 051H6904 EFIS: 0516000140
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-R91.3/98.8,100.3/101.3
Work Description: PLACE RHMA, INSTALL CONCRETE BARRIER AND DRAINAGE SYSTEMS.
Location Description: MONTEREY COUNTY AT AND NEAR PRUNEDALE AND SALINAS FROM 0.3 MILE NORTH OF BORONDA ROAD OVERCROSSING TO 0.4 MILE NORTH OF CRAZY HORSE CANYON ROAD OVERCROSSING AND FROM 0.9 MILE NORTH OF CRAZY HORSE CANYON ROAD OVERCROSSING TO SAN JUAN ROAD OVERCROSSING
Contractor Name: DeSILVA GATES CONSTRUCTION
Contractor Address: 11555 Dublin Blvd, Dublin CA 94568
Resident Engineer: Nash Munes Structure Rep.: Unknown
DIME Sample ID: 2024-07-17-70
TL Number from the TL Form: 0717241
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphaltic Emulsion
Sample Taken Date: 07/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2024
The quantity of what the sample constitutes: 1 jug
A brief description of the sample: emulsion
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Northwest Oil
DIME Test ID: 2024-07-17-70-1
Test Method: AASHTO T59-22: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 07/30/2024
Date Tested: 07/29/2024
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: Evap
Test Result Compliance: complies
Additional Comments When Verified:
How many beakers will be used to conduct the test?
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2
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Beaker 1 Residue
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59.0 %
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Beaker 2 Residue
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60.0 %
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Percentage of residue
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60 %
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