Summary for Test 2021-08-20-14-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215403
DEA: 021H4004
EFIS: 0216000042
DIST-CO-RTE-PM02-SIS-5-R8.3
Award Date03/02/2021
Closeout Date02/28/2022
Work DescriptionPLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA.
Location DescriptionSISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING
QA Service Level1 (Verified on 01/07/2021)

Sample Information

Sample Taken Date08/20/2021 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 testing08/20/2021
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes81 Drums 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)1353391
Batch number1353391 Mix number1353391

Test Details

DIME Sample ID: 2021-08-20-14
DIME Test ID: 2021-08-20-14-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-08-27

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/24/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.236 in
Sample 1 Area: 0.1145 in^2
Sample 1 Ultimate Strength Actual: 345.8 lbs
Sample 1 percent elongation: 70.54 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1191 in^2
Sample 2 Ultimate Strength Actual: 368.1 lbs
Sample 2 percent elongation: 72.52 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.241 in
Sample 3 Area: 0.1171 in^2
Sample 3 Ultimate Strength Actual: 335.7 lbs
Sample 3 percent elongation: 66.24 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.241 in
Sample 4 Area: 0.1171 in^2
Sample 4 Ultimate Strength Actual: 339.4 lbs
Sample 4 percent elongation: 67.45 %
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: 362.7 lbs
Sample 5 percent elongation: 70.01 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3020.1 psi
Sample 2 Ultimate strength : 3090.7 psi
Sample 3 Ultimate strength: 2866.8 psi
Sample 4 Ultimate strength: 2898.4 psi
Sample 5 Ultimate strength: 2973 psi
Ultimate Strength Average:2970 psi
Percent Elongation Average:69 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 8/27/2021