DIME - Test Summary

Summary for Test 2022-09-29-29-2

Test performed: ASTM D412-16r21

Project Identifiers	Project ID: 212737 DEA: 060S8304 EFIS: 0615000046
DIST-CO-RTE-PM	06-FRE-5-44.4-45.4
Award Date	05/26/2022
Closeout Date	Not set
Work Description	TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description	IN FRESNO COUNTY AT TUMEY GULCH.
QA Service Level	1 (Verified on 09/25/2018)

Sample Taken Date	09/29/2022	Sample Unique Key	29
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	10/04/2022
Sample type	Quality Assurance	A brief description of the sample	Bearing Pad
The quantity of what the sample constitutes	1	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Patrick	Last name of sampler or witnessed by	Loomis
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

Material Type	SMTL TM1 - Elastomeric Bearing Pad	Mfg. Lot Number(s)	21985-1
Material/Compound/Elastomer ID	NA	Samples Representing	1
Description (size)	1.72x8x12	Comments
Description (Number of Shims)	3	Type of Bearing Pad	Steel
Description (Thickness of Shims)	14 gage	Manufacturer(s)	Scougal Rubber
Batch Number	NA

DIME Sample ID: 2022-09-29-29

DIME Test ID: 2022-09-29-29-2

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: 2022-10-18

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: 10/07/2022

UTM: 2kip

Humidity: 50.00 %

Temperature: 72 F

Sample 1 Median Thickness: 0.065

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2573.68 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.068

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2684.32 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.067

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 1908.48 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.067

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2604.28 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.055

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2428.71 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2573.7 lbf/in^2

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