DIME - Test Summary

Summary for Test 2017-07-21-3-2

Test performed: ASTM D412-06a-re13

Project Identifiers	Project ID: 212253 DEA: 010H0304 EFIS: 0117000087
DIST-CO-RTE-PM	01-HUM-96-20.0/24.0, 0.83
Award Date	02/22/2017
Closeout Date	01/08/2019
Work Description	REPAIR SLIPOUT
Location Description	IN HUMBOLDT COUNTY NEAR WEITCHPEC FROM 3.0 MILES OF KLAMATH RIVER BRIDGE #04-0144 TO 0.6 MILE EAST OF WEITCHPEC ROAD
QA Service Level	1 (Verified on 04/24/2017)

Sample Taken Date	07/21/2017	Sample Unique Key	3
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	07/24/2017
Sample type	Quality Assurance	A brief description of the sample	1 x 8 x 12 reinforced bearing pad
The quantity of what the sample constitutes	1 lot of 43	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Stacey	Last name of sampler or witnessed by	Davis
Title of sampler	QAI	Telephone number of sampler	5624806904
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cal-Neva	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form	B362-075-17	Structure unique identifier	Not set
Structure name	Not set

Material Type	SMTL TM1 - Elastomeric Bearing Pad	Mfg. Lot Number(s)	N/A Heat 811V04180
Material/Compound/Elastomer ID	RL305502	Samples Representing	1 lot of 43
Description (size)	1 x 8 12	Comments
Description (Number of Shims)	2	Type of Bearing Pad	Steel
Description (Thickness of Shims)	14 gage	Manufacturer(s)	Arcelormittal
Batch Number	071017

DIME Sample ID: 2017-07-21-3

DIME Test ID: 2017-07-21-3-2

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: 2017-08-07

Number of specimens tested: 5

Unit of the Ultimate Tensile Values: lbf per sqr in

Input Type: Calculated

Tester's full name: Brian

Date of test: 07/25/2017

UTM: 2KIP

Humidity: 50 %

Temperature: 72 F

Sample 1 Median Thickness: 0.071 in

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2977.5 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: 2888.9 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.075 in

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2234 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.074 in

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2864.9 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.069 in

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2716.8 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2864.9 lbf/in^2

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