Sample Record

Owner Lab

  • CT D09 - Bishop Field Laboratory

DIME Sample ID 2024-04-23-30

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date04/23/2024 Sample Unique Key30
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing04/23/2024
Sample typeQuality Assurance A brief description of the sampleClass II AB #72 - SL, second lift at station 1554+00
The quantity of what the sample constitutes2000 cy From where was the sample collectedJob Site
First name of sampler or witnessed byJerid Last name of sampler or witnessed byJupelian
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Sand and Gravel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Jobsite
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedWindrow
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2024-04-23-30-1AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Derek Carrington, CT D09 - Bishop Field Laboratory04/26/2024Derek Carrington
Yes
05/03/20244/23/24 Class II AB #72 - SL, second lift at station 1554+00 Shipping 1 bag Test Request: Sand Equivalent and RVALUE
2024-04-23-30-2CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the StabilometerDerek Carrington, CT D09 - Bishop Field Laboratory04/26/2024Derek Carrington
Yes
05/03/20244/23/24 Class II AB #72 - SL, second lift at station 1554+00 Shipping 1 bag Test Request: Sand Equivalent and RVALUE

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2024-04-23-30-1 AASHTO T176-08 (Verified)
DIME Test ID: 2024-04-23-30-2 CTM 301-March 2000 (Verified)