Sample Record

Owner Lab

  • CT D06 - Bakersfield Field Laboratory

DIME Sample ID 2023-09-08-5

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215180
DEA: 060Q9204
EFIS: 0614000010
COOP: 061764
DIST-CO-RTE-PM06-KER-99-10.4/21.2
Award Date12/08/2020
Closeout DateNot set
Work DescriptionCONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location DescriptionKERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
QA Service Level1 (Verified on 09/14/2020)

Sample Information

Sample Taken Date09/08/2023 Sample Unique Key5
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 testing09/08/2023
Sample typeDepartment Acceptance A brief description of the sampleSilt Sand with Clay F-c d Brown
The quantity of what the sample constitutes40 lbs silt clay by mixture with grinding From where was the sample collectedJob Site
First name of sampler or witnessed byJames Last name of sampler or witnessed byWatson
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Edmonston Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedjobsite - compacted base
Where the material sample would have been placed if not sampled

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2023-09-08-5-1CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear GagesJames Watson, CT D06 - Bakersfield Field Laboratory09/08/2023Kulwinder Rai
Yes
09/08/2023SB 99 H1 line slip ramp gore area sta 118+79 to 120+27 elevation: FSG width: 8'-18' probe: 6" 95% required
2023-09-08-5-2CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and AggregatesNeale Brown, CT D06 - Bakersfield Field Laboratory09/08/2023Kulwinder Rai
Yes
09/08/2023SB 99 H1 line slip ramp gore area sta 118+79 to 120+27 elevation: FSG width: 8'-18' probe: 6" 95% required

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2023-09-08-5-1 CTM 231-March 2013 (Verified)
File NameExtensionDate UploadedTest IDActions
06-0Q9204_37035_230908_260to264pdf09/08/20232023-09-08-5-1   Info

DIME Test ID: 2023-09-08-5-2 CTM 216-June 2011 (Verified)
File NameExtensionDate UploadedTest IDActions
06-0Q9204_37035_230908_260to264pdf09/08/20232023-09-08-5-2   Info