DIME - Test Summary

Summary for Test 2020-07-30-25-2

Test performed: ASTM D412-06a-re13

Project Identifiers	Project ID: 214841 DEA: 034H1004 EFIS: 0318000176
DIST-CO-RTE-PM	03-SIE-49-9.2/24.7
Award Date	05/29/2020
Closeout Date	07/29/2022
Work Description	INSTALL RETAINING STRUCTURE AND RSP CONCRETE EMBANKMENT.
Location Description	SIERRA COUNTY ON ROUTE 49 AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 03/24/2020)

Sample Taken Date	07/30/2020	Sample Unique Key	25
Date that the sample was received by the laboratory/organization performing the testing	08/07/2020	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	Mike
Last name of sampler or witnessed by	Spellman	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		Structure name
Bid Item	Not set

Material Type	SMTL TM1 - Elastomeric Bearing Pad	Mfg. Lot Number(s)	4001573-3A
Material/Compound/Elastomer ID	na	Samples Representing	4
Description (size)	10"x12"x3.450"	Comments
Description (Number of Shims)	6	Type of Bearing Pad	Steel
Description (Thickness of Shims)	14 gage	Manufacturer(s)	DS Brown
Batch Number	na

DIME Sample ID: 2020-07-30-25

DIME Test ID: 2020-07-30-25-2

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: 2020-08-12

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: 08/10/2020

UTM: 2kip

Humidity: 50.00 %

Temperature: 72 F

Sample 1 Median Thickness: 0.088

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 1858.14 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.088

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2034.15 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.089

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2536.58 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.093

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2642.76 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.09

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2557.68 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2536.6 lbf/in^2

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