DIME - Test Summary

Summary for Test 2019-02-20-5-2

Test performed: ASTM D412-06a-re13

Project Identifiers	Project ID: 213337 DEA: 024F5404 EFIS: 0213000004
DIST-CO-RTE-PM	02-SIS-5-R15.3/R16.5
Award Date	07/30/2018
Closeout Date	05/23/2022
Work Description	BRIDGE REPLACEMENT - SOUTHBOUND ONLY
Location Description	SISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L
QA Service Level	1 (Verified on 11/14/2018)

Sample Taken Date	02/20/2019	Sample Unique Key	5
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	03/04/2019
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	David	Last name of sampler or witnessed by	Simon
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	DS Brown	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	Not set
Structure name	Not set

Material Type	SMTL TM1 - Elastomeric Bearing Pad	Mfg. Lot Number(s)	C1901-5557-15
Material/Compound/Elastomer ID	na	Samples Representing	21
Description (size)	.5 x 12 x 24	Comments	Unknown
Description (Number of Shims)	0	Type of Bearing Pad	Plain
Description (Thickness of Shims)	NA	Manufacturer(s)	DS Brown
Batch Number	na

DIME Sample ID: 2019-02-20-5

DIME Test ID: 2019-02-20-5-2

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: 2019-03-12

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: 03/05/2019

UTM: 2KIP

Humidity: 50 %

Temperature: 72 F

Sample 1 Median Thickness: 0.062 in

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 1290.3 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.059 in

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2635.1 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.065 in

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2515.3 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.06 in

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2666.7 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: 2369.9 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2515.3 lbf/in^2

General comments (publicly viewable) (Max 1000 characters):