Summary for Test 2021-09-29-5-3

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 Date06/27/2022
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 Date09/29/2021 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 testing09/29/2021
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)1361244
Batch number1361244 Mix number1361244

Test Details

DIME Sample ID: 2021-09-29-5
DIME Test ID: 2021-09-29-5-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-10-15

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Vendors Results
Date of test: 10/15/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.245 in
Sample 1 Area: 0.1191 in^2
Sample 1 Ultimate Strength Actual: 417.41 lbs
Sample 1 percent elongation: 67.73 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.243 in
Sample 2 Area: 0.1181 in^2
Sample 2 Ultimate Strength Actual: 374.412 lbs
Sample 2 percent elongation: 58.97 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.244 in
Sample 3 Area: 0.1186 in^2
Sample 3 Ultimate Strength Actual: 429.332 lbs
Sample 3 percent elongation: 70.38 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.244 in
Sample 4 Area: 0.1186 in^2
Sample 4 Ultimate Strength Actual: 411.459 lbs
Sample 4 percent elongation: 67.12 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.122 in^2
Sample 5 Ultimate Strength Actual: 413.275 lbs
Sample 5 percent elongation: 65.33 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3504.7 psi
Sample 2 Ultimate strength : 3170.3 psi
Sample 3 Ultimate strength: 3620 psi
Sample 4 Ultimate strength: 3469.3 psi
Sample 5 Ultimate strength: 3387.5 psi
Ultimate Strength Average: 3430 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results

Test was verified on 10/15/2021