Summary for Test 2020-10-16-4-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 214625
DEA: 120R5404
EFIS: 1218000113
DIST-CO-RTE-PM12-ORA-5-1.6/33.1
Award Date02/27/2020
Closeout Date07/29/2021
Work DescriptionMethacrylate deck seal treatment and polyester concrete overlay
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY AT VARIOUS LOCATIONS FROM EL CAMINO REAL UNDERCROSSING TO MAIN STREET OVERCROSSING
QA Service Level1 (Verified on 06/16/2020)

Sample Information

Sample Taken Date10/16/2020 Sample Unique Key4
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 testing10/16/2020
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)1284815
Batch number1284815 Mix number1284815

Test Details

DIME Sample ID: 2020-10-16-4
DIME Test ID: 2020-10-16-4-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-11-02

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 11/02/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.243 in
Sample 1 Area: 0.1181 in^2
Sample 1 Ultimate Strength Actual: 387.8 lbs
Sample 1 percent elongation: 57.91 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.24 in
Sample 2 Area: 0.1169 in^2
Sample 2 Ultimate Strength Actual: 392.1 lbs
Sample 2 percent elongation: 63.08 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.24 in
Sample 3 Area: 0.1174 in^2
Sample 3 Ultimate Strength Actual: 395.5 lbs
Sample 3 percent elongation: 62.45 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1218 in^2
Sample 4 Ultimate Strength Actual: 402.8 lbs
Sample 4 percent elongation: 60.96 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.1222 in^2
Sample 5 Ultimate Strength Actual: 408.9 lbs
Sample 5 percent elongation: 62.33 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.252 in
Sample 6 Area: 0.123 in^2
Sample 6 Ultimate Strength Actual: 410.1 lbs
Sample 6 percent elongation: 59.41 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3283.7 psi
Sample 2 Ultimate strength : 3354.1 psi
Sample 3 Ultimate strength: 3368.8 psi
Sample 4 Ultimate strength: 3307.1 psi
Sample 5 Ultimate strength: 3346.2 psi
Sample 6 Ultimate strength : 3334.1 psi
Ultimate Strength Average: 3332 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier results.

Test was verified on 11/2/2020