DIME - Test Summary

Summary for Test 2022-08-10-27-2

Test performed: ASTM D412-16r21

Project Identifiers	Project ID: 993235 DEA: 051H4504 EFIS: 0516000075
DIST-CO-RTE-PM	05-SB-154-R31.8/R32.1
Award Date	11/22/2021
Closeout Date	07/31/2024
Work Description	CONSTRUCT CIDH CONCRETE PILES AND STRUCTURAL CONCRETE BRIDGE.
Location Description	SANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM PRIMAVERA ROAD UNDERCROSSING TO LA COLINA ROAD UNDERCROSSING
QA Service Level	1 (Verified on 10/06/2021)

Sample Taken Date	08/10/2022	Sample Unique Key	27
Date that the sample was received by the laboratory/organization performing the testing	08/12/2022	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	AMBER
Last name of sampler or witnessed by	Talley	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Scougal Rubber Corp
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)	21180-4
Material/Compound/Elastomer ID	NA	Samples Representing	1
Description (size)	1.5"x18"x24"	Comments
Description (Number of Shims)	2	Type of Bearing Pad	Steel
Description (Thickness of Shims)	14 gage	Manufacturer(s)	Scougal Rubber
Batch Number	NA

DIME Sample ID: 2022-08-10-27

DIME Test ID: 2022-08-10-27-2

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: 2022-08-22

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: 08/17/2022

UTM: 2kip

Humidity: 50.00 %

Temperature: 72 F

Sample 1 Median Thickness: 0.061

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2442.43 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.072

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2437.77 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.063

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2225.05 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.062

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2523.24 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.058

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2415.8 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2437.8 lbf/in^2

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