Summary for Test 2026-05-19-68-4

Test performed: SMTL BILST-06

Project Information

Project IdentifiersProject ID: 1001608
DEA: 01464804
EFIS: 0100000266
DIST-CO-RTE-PM01-HUM-101-1.1/2.5
Award DateNot set
Closeout DateNot set
Work DescriptionINSTALL SOLDIER PILE WALL, AND REMOVE AND REPLACE ROADWAY SECTION.
Location DescriptionHUMBOLDT COUNTY NEAR GARBERVILLE FROM 0.5 MILE SOUTH TO 0.9 MILE NORTH OF RICHARDSON GROVE UNDERCROSSING
QA Service Level1 (Verified on 09/19/2025)

Sample Information

Sample Taken Date05/19/2026 Sample Unique Key68
Date that the sample was received by the laboratory/organization performing the testing06/02/2026 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes24
From where was the sample collectedManufacturer First name of sampler or witnessed byKrishnamoorthy
Last name of sampler or witnessed byPalaniappan Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBridge Rubber Bearing
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)2527-4
Material/Compound/Elastomer IDNA Samples Representing24
Description (size)1" x 8" x 12" Comments
Description (Number of Shims)0 Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)Bridge Rubber Bearing
Batch Number155833

Test Details

DIME Sample ID: 2026-05-19-68
DIME Test ID: 2026-05-19-68-4
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Test Release Date: 2026-07-02

Test Results


Input Type: Calculated
Tester's full name: Andrew Auvinen
Date of test: 06/29/2026
Result: Pass
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/2/2026 ✔