Summary for Test 2026-06-09-4-4

Test performed: SMTL BILST-06

Project Information

Project IdentifiersProject ID: 1001469
DEA: 120K62U4
EFIS: 1224000090
DIST-CO-RTE-PM12-ORA,-5-R25.8/30.3
Award Date11/12/2025
Closeout DateNot set
Work DescriptionCONST BRIDGE, RW, SW, PAVEMENT, DRAINAGE, AND ELECTRICAL SYSTEMS.
Location DescriptionORANGE COUNTY IN IRVINE AND TUSTIN FROM YALE AVENUE OVERCROSSING TO ROUTE 5/55 SEPARATION
QA Service Level1 (Verified on 08/13/2025)

Sample Information

Sample Taken Date06/09/2026 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing06/15/2026 Sample typeQuality Assurance
A brief description of the sample2.3" x 12" x 24" W/14Ga shims The quantity of what the sample constitutes35
From where was the sample collectedSupplier First name of sampler or witnessed byMario
Last name of sampler or witnessed byRodriguez 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 identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)27541-1
Material/Compound/Elastomer IDNA Samples Representing35
Description (size)2.3" x 12" x 24" Comments
Description (Number of Shims)4 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougle Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2026-06-09-4
DIME Test ID: 2026-06-09-4-4
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Test Release Date: 2026-07-09

Test Results


Input Type: Calculated
Tester's full name: Steven Paine
Date of test: 07/09/2026
Result: Pass
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/9/2026 ✔