DIME - Test Summary

Summary for Test 2025-06-19-50-2

Test performed: ASTM D412-16r21

Project Identifiers	Project ID: 1000478 DEA: 020K6404 EFIS: 0223000189
DIST-CO-RTE-PM	02-SIS-97-18.0/22.4
Award Date	12/31/2024
Closeout Date	Not set
Work Description	CONSTRUCT WILDLIFE OVERPASS, INSTALL CULVERT, AND INSTALL FENCING.
Location Description	SISKIYOU COUNTY NEAR GRASS LAKE FROM 1.4 MILES NORTH OF DEER MOUNTAIN ROAD TO 0.6 MILE NORTH OF GRASS LAKE REST AREA
QA Service Level	1 (Verified on 07/31/2024)

Sample Taken Date	06/19/2025	Sample Unique Key	50
Date that the sample was received by the laboratory/organization performing the testing	06/26/2025	Sample type	Quality Assurance
A brief description of the sample	Bearing Pad	The quantity of what the sample constitutes	2
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	William
Last name of sampler or witnessed by	Shanklin	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Scougal Rubber
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)	25801-1
Material/Compound/Elastomer ID	NA	Samples Representing	72
Description (size)	2.3" x 12" x 15"	Comments
Description (Number of Shims)	4	Type of Bearing Pad	Steel
Description (Thickness of Shims)	14 gage	Manufacturer(s)	Scougal Rubber
Batch Number	NA

DIME Sample ID: 2025-06-19-50

DIME Test ID: 2025-06-19-50-2

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: 2025-07-10

Number of specimens tested: 3

Unit of the Ultimate Tensile Values: psi

Input Type: Measured

Tester's full name: Steven Paine

Date of test: 07/10/2025

UTM: NA

Humidity: 0 %

Temperature: 0 f

Sample 1 Median Thickness: 0.075 in

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2493 psi

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.072 in

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2804 psi

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.072 in

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2692 psi

Sample 3 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2692 psi

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

Test was verified on 7/10/2025 ✔