DIME - Test Summary

Summary for Test 2023-05-22-61-2

Test performed: ASTM D412-16r21

Project Identifiers	Project ID: 993868 DEA: 050C7324 EFIS: 0512000228
DIST-CO-RTE-PM	05-SCR-1-13.4/14.9
Award Date	10/14/2022
Closeout Date	Not set
Work Description	CONSTRUCT PEDESTRIAN OVERCROSSING AND AUXILIARY LANE.
Location Description	SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM 0.2 MILE SOUTH OF 41ST AVENUE OVERCROSSING TO 0.2 MILE NORTH OF SOQUEL DRIVE OVERCROSSING
QA Service Level	1 (Verified on 06/17/2022)

Sample Taken Date	05/22/2023	Sample Unique Key	61
Date that the sample was received by the laboratory/organization performing the testing	05/31/2023	Sample type	Quality Assurance
A brief description of the sample	Bearing Pad	The quantity of what the sample constitutes	56
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)	2527-8
Material/Compound/Elastomer ID	NA	Samples Representing	56
Description (size)	1" x 12" 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	133213

DIME Sample ID: 2023-05-22-61

DIME Test ID: 2023-05-22-61-2

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: 2023-06-08

Number of specimens tested: 5

Unit of the Ultimate Tensile Values: lbf per sqr in

Input Type: Calculated

Tester's full name: aauvinen

Date of test: 06/05/2023

UTM: 2kip

Humidity: 50.00 %

Temperature: 72 F

Sample 1 Median Thickness: 0.091

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2260.03 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.094

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2001.56 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.094

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2332.79 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.093

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2077.25 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.094

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2152.35 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2152.4 lbf/in^2

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