DIME - Test Summary

Summary for Test 2022-08-12-30-2

Test performed: ASTM D412-16r21

Project Identifiers	Project ID: 993779 DEA: 051K7204 EFIS: 0519000001
DIST-CO-RTE-PM	05-SLO-41-3.1
Award Date	06/30/2022
Closeout Date	11/25/2024
Work Description	CONSTRUCT SOLDIER PILE RETAINING WALL.
Location Description	SAN LUIS OBISPO COUNTY NEAR MORRO BAY AT 3.1 MILES NORTH OF ROUTE 1/41 SEPARATION
QA Service Level	1 (Verified on 05/02/2022)

Sample Taken Date	08/12/2022	Sample Unique Key	30
Date that the sample was received by the laboratory/organization performing the testing	08/16/2022	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	Greg
Last name of sampler or witnessed by	Thompson	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	GRT Rubber TEchnologies
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)	BP065236D
Material/Compound/Elastomer ID	NA	Samples Representing	1
Description (size)	1x12x12	Comments
Description (Number of Shims)	0	Type of Bearing Pad	Plain
Description (Thickness of Shims)	NA	Manufacturer(s)	GRT Rubber
Batch Number	NA

DIME Sample ID: 2022-08-12-30

DIME Test ID: 2022-08-12-30-2

Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory

Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension

Test Release Date: 2022-09-06

Number of specimens tested: 5

Unit of the Ultimate Tensile Values: lbf per sqr in

Input Type: Calculated

Tester's full name: rmacias

Date of test: 08/23/2022

UTM: 2kip

Humidity: 50.00 %

Temperature: 72 F

Sample 1 Median Thickness: 0.072

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2250.21 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.074

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2170.28 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.07

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2465.05 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.06

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2433.09 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.074

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2303.82 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2303.8 lbf/in^2

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