DIME - Test Summary

Summary for Test 2019-08-12-18-6

Test performed: ASTM D412-06a-re13

Project Identifiers	Project ID: 212501 DEA: 022E4804 EFIS: 0200000586
DIST-CO-RTE-PM	02-SIS-96,263-103.1/103.6,56.8/57.2
Award Date	12/14/2018
Closeout Date	12/01/2021
Work Description	BRIDGE REPLACEMENT
Location Description	SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
QA Service Level	1 (Verified on 06/06/2017)

Sample Taken Date	08/12/2019	Sample Unique Key	18
Date that the sample was received by the laboratory/organization performing the testing	08/20/2019	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	Ellen
Last name of sampler or witnessed by	Meaden	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
Bid Item	Not set

Material Type	SMTL TM1 - Elastomeric Bearing Pad	Mfg. Lot Number(s)	17468-1
Material/Compound/Elastomer ID	na	Samples Representing	11
Description (size)	3.5" x 14" x 14"	Comments	Unknown
Description (Number of Shims)	7	Type of Bearing Pad	Steel
Description (Thickness of Shims)	14 gage	Manufacturer(s)	Scougal Rubber
Batch Number	na

DIME Sample ID: 2019-08-12-18

DIME Test ID: 2019-08-12-18-6

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: 2019-09-04

Number of specimens tested: 5

Unit of the Ultimate Tensile Values: lbf per sqr in

Input Type: Calculated

Tester's full name: spaine

Date of test: 09/04/2019

UTM: 2kip

Humidity: 50.00 %

Temperature: 72 F

Sample 1 Median Thickness: 0.062

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 1769 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.065

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2512 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.062

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2540 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.059

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2592 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.063

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2472 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2512 lbf/in^2

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