Test 2020-05-22-6-4 (SMTL -06) Summary

Project Information
Project IdentifiersProject ID: 213598
DEA: 051F75U4
EFIS: 0518000092
DIST-CO-RTE-PM05-MON-101-R36.9/47.7
Work DescriptionCRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location DescriptionMONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
Sample Information
Sample Taken Date5/22/2020 Sample Unique Key6
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 testing5/26/2020
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes32 From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad Last name of sampler or witnessed byStreeter
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameScougal Rubber Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)18736-1
Material/Compound/Elastomer IDNA Samples Representing1
Description (size)1.5 x 12 x 18 CommentsUnknown
Description (Number of Shims)3 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2020-05-22-6
DIME Test ID: 2020-05-22-6-4
Testing Lab: CT HQ - Sacramento Chemistry Laboratory
Test Method: SMTL -06: (Neoprene Verification) Bilstein Test
Test Release Date: 2020-05-27
Test Results

Input Type: Calculated
Tester's full name: Mariano Pontillas
Date of test: 05/27/2020
Result:Pass
General comments (publicly viewable) (Max 250 characters):

Test was verified on 05/27/2020