Summary for Test 2016-04-12-2-4

Test performed: SMTL BILST-06

Project Information

Project IdentifiersProject ID: 210864
DEA: 041SS034
EFIS: 0400020869
DIST-CO-RTE-PM04-ALA-580-R4.9/R5.6
Award Date12/18/2015
Closeout Date12/21/2017
Work DescriptionCONSTRUCT SOLDIER PILE WALL, AND RECONSTRUCTION OF LANES & SOULDERS
Location DescriptionIN ALAMEDA COUNTY, ON WESTBOUND OF ROUTE 580. AT PM 5.0
QA Service Level1 (Verified on 10/28/2015)

Sample Information

Sample Taken Date04/12/2016 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing04/13/2016 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes190
From where was the sample collectedSource First name of sampler or witnessed byCorey
Last name of sampler or witnessed byNishioku Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameScougal Rubber
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)132343 1
Material/Compound/Elastomer IDNA Samples Representing190
Description (size)1in x 8in x 12in CommentsUnknown
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2016-04-12-2
DIME Test ID: 2016-04-12-2-4
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Test Release Date: 2016-04-21

Test Results


Input Type: Measured
Tester's full name: Glen Weldon
Date of test: 04/19/2016
Result: Pass
General comments (publicly viewable) (Max 1000 characters): 2 of 4 pads tested both pass.

Test was verified on 4/21/2016 ✔