DIME - Test Summary

Summary for Test 2023-01-06-1-2

Test performed: ASTM D412-16r21

Project Identifiers	Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
DIST-CO-RTE-PM	59---
Award Date	Not set
Closeout Date	Not set
Work Description	Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description	Not set
QA Service Level	NOT VERIFIED

Sample Taken Date	01/06/2023	Sample Unique Key	1
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 testing	01/09/2023
Sample type	Quality Assurance	A brief description of the sample	Stock
The quantity of what the sample constitutes	50 feet	From where was the sample collected	Supplier
First name of sampler or witnessed by	Sherri	Last name of sampler or witnessed by	Brannon
Title of sampler	CT METS QA INSPECTOR	Telephone number of sampler	9168266371
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cal-Neva Supply	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form	B22-100-23	Structure unique identifier
Structure name

Material Type	SMTL TM1 - Elastomeric Bearing Pad	Mfg. Lot Number(s)	BP067730A
Material/Compound/Elastomer ID	Neoprene	Samples Representing	50ft
Description (size)	.375	Comments
Description (Number of Shims)	NA	Type of Bearing Pad	Plain
Description (Thickness of Shims)	NA	Manufacturer(s)	GRT Rubber
Batch Number	x

DIME Sample ID: 2023-01-06-1

DIME Test ID: 2023-01-06-1-2

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: 2023-01-16

Number of specimens tested: 5

Unit of the Ultimate Tensile Values: lbf per sqr in

Input Type: Calculated

Tester's full name: rmacias

Date of test: 01/11/2023

UTM: 2kip

Humidity: 50.00 %

Temperature: 72 F

Sample 1 Median Thickness: 0.075

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2427.07 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.074

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2244.82 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.077

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2348.45 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.075

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2210.98 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.077

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2348.71 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2348.5 lbf/in^2

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