Summary for Test 2019-03-07-4-4

Test performed: SMTL BILST-06

Project Information

Project IdentifiersProject ID: 212993
DEA: 033F5304
EFIS: 0313000135
DIST-CO-RTE-PM03-ED-50-67.3
Award Date11/09/2018
Closeout Date09/20/2022
Work DescriptionECHO SUMMIT BRIDGE IS A 24-FT WIDE, THREE-SPAN, REINFORCED CONCRETE GIRDER BRIDGE
Location DescriptionEL DORADO COUNTY NEAR MEYERS AT ECHO SUMMIT SIDEHILL VIADUCT
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date03/07/2019 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing03/08/2019 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 byPete
Last name of sampler or witnessed byEtcheverry Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameScougal Rubber
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)17375-1
Material/Compound/Elastomer IDNA Samples Representing29
Description (size)2"x12"x12" CommentsUnknown
Description (Number of Shims)4 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2019-03-07-4
DIME Test ID: 2019-03-07-4-4
Testing Lab: CT HQ - Sacramento Chemistry Laboratory
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Test Release Date: 2019-03-12

Test Results


Input Type: Measured
Tester's full name: Rheanna Andelin
Date of test: 03/12/2019
Result: Pass
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/12/2019 ✔