Summary for Test 2022-06-02-45-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 993334
DEA: 051M3704
EFIS: 0519000130
DIST-CO-RTE-PM05-SB-154-23.8/29.2
Award Date12/17/2021
Closeout Date10/20/2022
Work DescriptionCOLD PLANE EXISTING PAVEMENT, PLACE HMA-A AND HFST OVERLAY.
Location DescriptionSANTA BARBARA COUNTY NEAR SANTA BARBARA AT VARIOUS LOCATIONS FROM 0.4 MILE EAST OF STAGECOACH ROAD TO 0.8 MILE WEST OF SAN ANTONIO CREEK ROAD
QA Service Level1 (Verified on 11/16/2021)

Sample Information

Sample Taken Date06/02/2022 Sample Unique Key45
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 testing06/14/2022
Sample typeQuality Assurance 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 byGilberto Last name of sampler or witnessed byGonzalez
Title of samplerQC Manager Telephone number of sampler707-624-5467
Laboratory sample identification943114 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) NumberC943114
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHigh Friction Surface Treatment Mgf. Lot Number(s)1408528
Batch Number1408528 Mix Number1408528
Resin Binder TypePolyester Used for OverlayNo
Used for InlayNo

Test Details

DIME Sample ID: 2022-06-02-45
DIME Test ID: 2022-06-02-45-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-06-30

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Kelly Potterf
Date of test: 06/09/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.143 in
Sample 1 Thickness: 0.492 in
Sample 1 Area: 0.0704 in^2
Sample 1 Ultimate Strength Actual: 254 lbs
Sample 1 percent elongation: 63.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.15 in
Sample 2 Thickness: 0.492 in
Sample 2 Area: 0.0738 in^2
Sample 2 Ultimate Strength Actual: 279.7 lbs
Sample 2 percent elongation: 65.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.141 in
Sample 3 Thickness: 0.491 in
Sample 3 Area: 0.0692 in^2
Sample 3 Ultimate Strength Actual: 205.8 lbs
Sample 3 percent elongation: 38.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.146 in
Sample 4 Thickness: 0.487 in
Sample 4 Area: 0.0711 in^2
Sample 4 Ultimate Strength Actual: 262.7 lbs
Sample 4 percent elongation: 64.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.147 in
Sample 5 Thickness: 0.493 in
Sample 5 Area: 0.0725 in^2
Sample 5 Ultimate Strength Actual: 254.3 lbs
Sample 5 percent elongation: 59.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.134 in
Sample 6 Thickness: 0.486 in
Sample 6 Area: 0.0651 in^2
Sample 6 Ultimate Strength Actual: 232 lbs
Sample 6 percent elongation: 59.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3608 psi
Sample 2 Ultimate strength : 3790 psi
Sample 3 Ultimate strength: 2974 psi
Sample 4 Ultimate strength: 3694.8 psi
Sample 5 Ultimate strength: 3507.6 psi
Sample 6 Ultimate strength : 3563.7 psi
Ultimate Strength Average: 3523 psi
Percent Elongation Average: 59 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 6/30/2022