DIME - Test Summary

Summary for Test 2026-05-19-68-2

Test performed: ASTM D412-16r21

Project Identifiers	Project ID: 1001608 DEA: 01464804 EFIS: 0100000266
DIST-CO-RTE-PM	01-HUM-101-1.1/2.5
Award Date	Not set
Closeout Date	Not set
Work Description	INSTALL SOLDIER PILE WALL, AND REMOVE AND REPLACE ROADWAY SECTION.
Location Description	HUMBOLDT COUNTY NEAR GARBERVILLE FROM 0.5 MILE SOUTH TO 0.9 MILE NORTH OF RICHARDSON GROVE UNDERCROSSING
QA Service Level	1 (Verified on 09/19/2025)

Sample Taken Date	05/19/2026	Sample Unique Key	68
Date that the sample was received by the laboratory/organization performing the testing	06/02/2026	Sample type	Quality Assurance
A brief description of the sample	Bearing Pad	The quantity of what the sample constitutes	24
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	Krishnamoorthy
Last name of sampler or witnessed by	Palaniappan	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Bridge Rubber Bearing
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	SMTL TM1 - Elastomeric Bearing Pad	Mfg. Lot Number(s)	2527-4
Material/Compound/Elastomer ID	NA	Samples Representing	24
Description (size)	1" x 8" x 12"	Comments
Description (Number of Shims)	0	Type of Bearing Pad	Plain
Description (Thickness of Shims)	NA	Manufacturer(s)	Bridge Rubber Bearing
Batch Number	155833

DIME Sample ID: 2026-05-19-68

DIME Test ID: 2026-05-19-68-2

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: 2026-07-02

Number of specimens tested: 3

Unit of the Ultimate Tensile Values: psi

Input Type: Measured

Tester's full name: Andrew Auvinen

Date of test: 06/29/2026

UTM: NA

Humidity: 0 %

Temperature: 0 f

Sample 1 Median Thickness: 0.083 in

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2738 psi

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.087 in

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2400 psi

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.081 in

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2653 psi

Sample 3 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2653 psi

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/2/2026 ✔