Summary for Test 2022-02-11-27-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215577
DEA: 060Y6904
EFIS: 0619000207
DIST-CO-RTE-PM06-FRE,TUL-41,99,168,180,198-Var
Award Date05/19/2021
Closeout Date10/24/2022
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE DECK.
Location DescriptionFRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/22/2021)

Sample Information

Sample Taken Date02/11/2022 Sample Unique Key27
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 testing02/11/2022
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 sampler17073309227
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)1386661
Batch number1386661 Mix number1386661

Test Details

DIME Sample ID: 2022-02-11-27
DIME Test ID: 2022-02-11-27-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-03-15

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/08/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.479 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1193 in^2
Sample 1 Ultimate Strength Actual: 409.6 lbs
Sample 1 percent elongation: 44.6 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.479 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1226 in^2
Sample 2 Ultimate Strength Actual: 407 lbs
Sample 2 percent elongation: 53.1 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.48 in
Sample 3 Thickness: 0.261 in
Sample 3 Area: 0.1253 in^2
Sample 3 Ultimate Strength Actual: 408.1 lbs
Sample 3 percent elongation: 52.8 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.478 in
Sample 4 Thickness: 0.266 in
Sample 4 Area: 0.1271 in^2
Sample 4 Ultimate Strength Actual: 423.4 lbs
Sample 4 percent elongation: 58.3 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.478 in
Sample 5 Thickness: 0.273 in
Sample 5 Area: 0.1305 in^2
Sample 5 Ultimate Strength Actual: 423.5 lbs
Sample 5 percent elongation: 53.6 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.48 in
Sample 6 Thickness: 0.275 in
Sample 6 Area: 0.132 in^2
Sample 6 Ultimate Strength Actual: 423.2 lbs
Sample 6 percent elongation: 50 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 3433.4 psi
Sample 2 Ultimate strength : 3319.7 psi
Sample 3 Ultimate strength: 3257 psi
Sample 4 Ultimate strength: 3331.2 psi
Sample 5 Ultimate strength: 3245.2 psi
Sample 6 Ultimate strength : 3206.1 psi
Ultimate Strength Average: 3299 psi
Percent Elongation Average: 52 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/15/2022