Summary for Test 2021-09-08-10-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215027
DEA: 101H3424
EFIS: 1018000078
DIST-CO-RTE-PM10-SJ-5-10.6
Award Date08/25/2020
Closeout Date05/03/2022
Work DescriptionBRIDGE RAIL REPLACEMENT.
Location DescriptionSAN JOAQUIN COUNTY NEAR LATHROP AT DEUEL OVERHEAD
QA Service Level1 (Verified on 06/15/2020)

Sample Information

Sample Taken Date09/08/2021 Sample Unique Key10
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 testing09/08/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 tankers From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Telephone number of sampler707-330-9227
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers and Polynt Transportation Laboratory (TL) NumberSacramento Caltrans lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypePolyester Mfg. Lot Number(s)1357978
Batch number1357978 Mix number1357978

Test Details

DIME Sample ID: 2021-09-08-10
DIME Test ID: 2021-09-08-10-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-09-17

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 09/17/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.248 in
Sample 1 Area: 0.1208 in^2
Sample 1 Ultimate Strength Actual: 414.42 lbs
Sample 1 percent elongation: 64.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 0.1227 in^2
Sample 2 Ultimate Strength Actual: 413.31 lbs
Sample 2 percent elongation: 62.33 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.248 in
Sample 3 Area: 0.1205 in^2
Sample 3 Ultimate Strength Actual: 410.78 lbs
Sample 3 percent elongation: 63.02 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1215 in^2
Sample 4 Ultimate Strength Actual: 400.37 lbs
Sample 4 percent elongation: 60.75 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1234 in^2
Sample 5 Ultimate Strength Actual: 392.61 lbs
Sample 5 percent elongation: 57.65 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3430.6 psi
Sample 2 Ultimate strength : 3368.5 psi
Sample 3 Ultimate strength: 3409 psi
Sample 4 Ultimate strength: 3295.2 psi
Sample 5 Ultimate strength: 3181.6 psi
Ultimate Strength Average:3337 psi
Percent Elongation Average:62 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Supplier Results.

Test was verified on 9/17/2021