Summary for Test 2026-06-19-33-2

Test performed: ASTM D412-16r21

Project Information

Project IdentifiersProject ID: 1001640
DEA: 010N2904
EFIS: 0123000202
DIST-CO-RTE-PM01-DN-197,199-Var
Award DateNot set
Closeout DateNot set
Work DescriptionREPLACE BRIDGE, EXCAVATION, AND RETAINING WALLS.
Location DescriptionDEL NORTE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 09/22/2025)

Sample Information

Sample Taken Date06/19/2026 Sample Unique Key33
Date that the sample was received by the laboratory/organization performing the testing06/26/2026 Sample typeQuality Assurance
A brief description of the sampleVersiflex Elastomeric Pad The quantity of what the sample constitutes16
From where was the sample collectedManufacturer First name of sampler or witnessed byJustin
Last name of sampler or witnessed byCrawford Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDS Brown
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)1090477-1102-2A
Material/Compound/Elastomer IDna Samples Representing16
Description (size)18.5" x 15.75" x 1" Comments
Description (Number of Shims)NA Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)DS Brown
Batch Numberna

Test Details

DIME Sample ID: 2026-06-19-33
DIME Test ID: 2026-06-19-33-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Test Release Date: 2026-07-16

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: psi
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 07/16/2026
UTM: NA
Humidity: 0 %
Temperature: 0 f
Sample 1 Median Thickness: 0.077 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2534 psi
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.075 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2357 psi
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.073 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2565 psi
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2534 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/16/2026 ✔