Summary for Test 2020-09-14-14-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 214851
DEA: 081K2204
EFIS: 0819000002
DIST-CO-RTE-PM08-SBD-10,15-Various
Award Date05/12/2020
Closeout Date08/10/2021
Work DescriptionSTRUCTURAL CONCRETE, APPROACH SLAB & POLYESTER CONCRETE OVERLAY.
Location DescriptionSAN BERNARDINO COUNTY ON ROUTES 10 AND 15 AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/07/2020)

Sample Information

Sample Taken Date09/14/2020 Sample Unique Key14
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 testing09/14/2020
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 sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers and Reichhold 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)1277258
Batch number1277258 Mix number1277258

Test Details

DIME Sample ID: 2020-09-14-14
DIME Test ID: 2020-09-14-14-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-19

Test Results


Number of specimens tested: 6
Input Type: Calculated
Tester's full name: Phillip Montes
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1244 in^2
Sample 1 Ultimate Strength Actual: 392 lbs
Sample 1 percent elongation: 65.25 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1215 in^2
Sample 2 Ultimate Strength Actual: 417 lbs
Sample 2 percent elongation: 71.73 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1218 in^2
Sample 3 Ultimate Strength Actual: 411 lbs
Sample 3 percent elongation: 74.56 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.1234 in^2
Sample 4 Ultimate Strength Actual: 445 lbs
Sample 4 percent elongation: 74.56 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1259 in^2
Sample 5 Ultimate Strength Actual: 401 lbs
Sample 5 percent elongation: 67.72 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0 in
Sample 6 Thickness: 0 in
Sample 6 Area: 0 in^2
Sample 6 Ultimate Strength Actual: 0 lbs
Sample 6 percent elongation: 0 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3149 psi
Sample 2 Ultimate strength : 3433 psi
Sample 3 Ultimate strength: 3374 psi
Sample 4 Ultimate strength: 3603 psi
Sample 5 Ultimate strength: 3186 psi
Sample 6 Ultimate strength : 0 psi
Ultimate Strength Average: 0 psi
Percent Elongation Average: 0 %
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Test was verified on 10/19/2020