Summary for Test 2021-10-12-6-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215417
DEA: 101K9304
EFIS: 1020000014
DIST-CO-RTE-PM10-SJ-VAR,580-VAR
Award DateNot set
Closeout DateNot set
Work DescriptionBRIDGE DECKS INVESTIGATION AND REHABILITATION IN AND NEAR TRACY
Location DescriptionSJ CTY IN & NEAR TRACY FROM GAFFERY RD TO EAST MIDWAY
QA Service Level1 (Verified on 01/04/2021)

Sample Information

Sample Taken Date10/12/2021 Sample Unique Key6
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 testing10/12/2021
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)1365711
Batch number1365711 Mix number1365711

Test Details

DIME Sample ID: 2021-10-12-6
DIME Test ID: 2021-10-12-6-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-10-29

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 10/29/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.247 in
Sample 1 Area: 0.1205 in^2
Sample 1 Ultimate Strength Actual: 343.43 lbs
Sample 1 percent elongation: 61.97 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.249 in
Sample 2 Area: 0.1215 in^2
Sample 2 Ultimate Strength Actual: 330.31 lbs
Sample 2 percent elongation: 60.77 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.1235 in^2
Sample 3 Ultimate Strength Actual: 348.39 lbs
Sample 3 percent elongation: 64.36 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1227 in^2
Sample 4 Ultimate Strength Actual: 349.46 lbs
Sample 4 percent elongation: 64.61 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.124 in^2
Sample 5 Ultimate Strength Actual: 342.5 lbs
Sample 5 percent elongation: 62.46 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1252 in^2
Sample 6 Ultimate Strength Actual: 329.98 lbs
Sample 6 percent elongation: 58.69 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2850 psi
Sample 2 Ultimate strength : 2718.6 psi
Sample 3 Ultimate strength: 2821 psi
Sample 4 Ultimate strength: 2848.1 psi
Sample 5 Ultimate strength: 2762.1 psi
Sample 6 Ultimate strength : 2635.6 psi
Ultimate Strength Average:2773 psi
Percent Elongation Average:62 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results

Test was verified on 10/29/2021