DIME - Test Summary

Summary for Test 2018-02-20-1-2

Test performed: ASTM D412-06a-re13

Project Identifiers	Project ID: 209694 DEA: 080J0704 EFIS: 0800000282
DIST-CO-RTE-PM	08-SBD-215-0.6/1.7
Award Date	10/17/2017
Closeout Date	04/23/2020
Work Description	(Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location Description	Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
QA Service Level	1 (Verified on 12/11/2017)

Sample Taken Date	02/20/2018	Sample Unique Key	1
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	02/21/2018
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	Unknown	Telephone number of sampler	Unknown
Laboratory sample identification	Unknown	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Scougal Rubber	Transportation Laboratory (TL) Number	Unknown
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	Not set
Structure name	Not set

Material Type	SMTL TM1 - Elastomeric Bearing Pad	Mfg. Lot Number(s)	16313-1
Material/Compound/Elastomer ID	NA	Samples Representing	NA
Description (size)	3"x16"x16"	Comments	Unknown
Description (Number of Shims)	6	Type of Bearing Pad	Steel
Description (Thickness of Shims)	14 gage	Manufacturer(s)	Scougal Rubber
Batch Number	NA

DIME Sample ID: 2018-02-20-1

DIME Test ID: 2018-02-20-1-2

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: 2018-03-08

Number of specimens tested: 5

Unit of the Ultimate Tensile Values: lbf per sqr in

Input Type: Calculated

Tester's full name: Randy

Date of test: 02/26/2018

UTM: 2KIP

Humidity: 50 %

Temperature: 72 F

Sample 1 Median Thickness: 0.073 in

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2295.1 lbf/in^2

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: 2222.2 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.073 in

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2513.7 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.073 in

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2404.4 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.082 in

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2048.8 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2295.1 lbf/in^2

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