Summary for Test 2026-04-07-34-2

Test performed: ASTM D412-16r21

Project Information

Project IdentifiersProject ID: 1001955
DEA: 061H6904
EFIS: 0625000252
COOP: NONE
DIST-CO-RTE-PM06-TUL-190-42.75
Award Date07/14/2025
Closeout DateNot set
Work DescriptionInstall Sidehill Viaduct (Bridge No. 46-0285).
Location DescriptionNot set
QA Service Level1 (Verified on 02/17/2026)

Sample Information

Sample Taken Date04/07/2026 Sample Unique Key34
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing04/13/2026
Sample typeQuality Assurance A brief description of the sampleelastomeric bearing pad
The quantity of what the sample constitutes1 From where was the sample collectedManufacturer
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)27573-1
Material/Compound/Elastomer IDNA Samples Representing5
Description (size)3.45" X 10" X 12" Comments
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2026-04-07-34
DIME Test ID: 2026-04-07-34-2
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: 2026-04-30

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: 04/30/2026
UTM: NA
Humidity: 0 %
Temperature: 0 f
Sample 1 Median Thickness: 0.072 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2421 psi
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.067 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2817 psi
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.067 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2694 psi
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2694 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/30/2026