DIME - Test Summary

Summary for Test 2019-05-28-18-2

Test performed: ASTM D412-06a-re13

Project Identifiers	Project ID: 213477 DEA: 080H4704 EFIS: 0812000074
DIST-CO-RTE-PM	08-SBD-2-2.44
Award Date	09/28/2018
Closeout Date	01/18/2022
Work Description	WIDEN BRIDGE TO ACCOMMODATE STANDARD SHOULDERS
Location Description	AT WRIGHTWOOD AT SHEEP CREEK BRIDGE
QA Service Level	1 (Verified on 12/31/2018)

Sample Taken Date	05/28/2019	Sample Unique Key	18
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	06/03/2019
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	Pete	Last name of sampler or witnessed by	Etcheverry
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)	17709-3
Material/Compound/Elastomer ID	na	Samples Representing	9
Description (size)	2" x 12" x 12"	Comments	Unknown
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: 2019-05-28-18

DIME Test ID: 2019-05-28-18-2

Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory

Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension

Test Release Date: 2019-06-21

Number of specimens tested: 5

Unit of the Ultimate Tensile Values: lbf per sqr in

Input Type: Calculated

Tester's full name: Steve

Date of test: 06/06/2019

UTM: 2KIP

Humidity: 50 %

Temperature: 72 F

Sample 1 Median Thickness: 0.072 in

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2222.2 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.066 in

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2424.2 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.069 in

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2138.7 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.068 in

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2529.4 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.07 in

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2342.9 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2342.9 lbf/in^2

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