Summary for Test 2021-10-15-5-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215417
DEA: 101K9304
EFIS: 1020000014
DIST-CO-RTE-PM10-SJ-VAR,580-VAR
Award Date04/29/2021
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 Date10/15/2021 Sample Unique Key5
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 testing10/15/2021
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)1365928
Batch number1365928 Mix number1365928

Test Details

DIME Sample ID: 2021-10-15-5
DIME Test ID: 2021-10-15-5-3
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: Phillip Montes
Date of test: 10/29/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.49 in
Sample 1 Thickness: 0.238 in
Sample 1 Area: 0.1166 in^2
Sample 1 Ultimate Strength Actual: 301.2 lbs
Sample 1 percent elongation: 39.3 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1205 in^2
Sample 2 Ultimate Strength Actual: 329.6 lbs
Sample 2 percent elongation: 41.1 %
Sample 2 Time: 2 MM:SS
Sample 3 Width: 0.49 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.124 in^2
Sample 3 Ultimate Strength Actual: 348.5 lbs
Sample 3 percent elongation: 55.2 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1232 in^2
Sample 4 Ultimate Strength Actual: 322.1 lbs
Sample 4 percent elongation: 37.3 %
Sample 4 Time: 2 MM:SS
Sample 5 Width: 0.49 in
Sample 5 Thickness: 0.257 in
Sample 5 Area: 0.1259 in^2
Sample 5 Ultimate Strength Actual: 381.8 lbs
Sample 5 percent elongation: 64.5 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.49 in
Sample 6 Thickness: 0.258 in
Sample 6 Area: 0.1264 in^2
Sample 6 Ultimate Strength Actual: 360.2 lbs
Sample 6 percent elongation: 53.4 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 2583.2 psi
Sample 2 Ultimate strength : 2735.3 psi
Sample 3 Ultimate strength: 2810.5 psi
Sample 4 Ultimate strength: 2614.4 psi
Sample 5 Ultimate strength: 3032.6 psi
Sample 6 Ultimate strength : 2849.7 psi
Ultimate Strength Average:2771 psi
Percent Elongation Average:48 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/29/2021