Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2017-10-17-5

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 211513
DEA: 120M4904
EFIS: 1212000090
DIST-CO-RTE-PM12-ORA-5-1.2/2.2
Award Date09/20/2016
Closeout Date01/09/2020
Work DescriptionWIDEN FWY AND BRIDGE AND CONSTRUCT RW, SOUND WALL, AND CONC BARRIERS.
Location DescriptionORANGE COUNTY IN SAN CLEMENTE FROM 0.1 MILE NORTH OF AVENIDA MENDOCINO OVERCROSSING TO 0.2 MILE SOUTH OF AVENIDA PRESIDIO UNDERCROSSING
QA Service Level1 (Verified on 11/03/2016)

Sample Information

Sample Taken Date10/17/2017 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 testing10/19/2017
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes1 From where was the sample collectedManufacturer
First name of sampler or witnessed byGreg Last name of sampler or witnessed byThompson
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCal Neva Transportation Laboratory (TL) NumberC741438
Inspector Lot Number from the Transportation Laboratory (TL) FormB9-091-17 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)100917
Material/Compound/Elastomer IDNA Samples Representing5
Description (size)1" x 6" x 8" CommentsUnknown
Description (Number of Shims)1 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Cal Neva
Batch NumberNA

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2017-10-17-5-1ASTM D4014-03re12: Standard Specification for Plain and Steel-Laminated Elastomeric Bearings for BridgesGlen WeldonCT HQ - Sacramento Structural Materials Testing Laboratory10/24/2017Glen Weldon
Yes
11/01/2017Shim alignment does not comply with material specifications. Neoprene rubber is delaminating.

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2017-10-17-5-1 ASTM D4014-03re12 (Verified)