Summary for Test 2019-03-01-7-5

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 212872
DEA: 07302204
EFIS: 0713000481
DIST-CO-RTE-PM07-VEN-126-0.0/R13.6
Award Date01/24/2018
Closeout Date05/26/2022
Work DescriptionPLACE HOT MIX ASPHALT AND INDIVIDUAL SLAB REPLACEMENT.
Location DescriptionVENTURA COUNTY IN VENTURA AND SANTA PAULA FROM ROUTE 126/101 SEPARATION TO HAUN CREEK BRIDGE
QA Service Level1 (Verified on 04/27/2020)

Sample Information

Sample Taken Date03/01/2019 Sample Unique Key7
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 testing03/01/2019
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes80 drums From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byNunes
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik bond and Reichhold Transportation Laboratory (TL) NumberSacramento Caltrans lab
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)1170341
Batch number1170341 Mix number1170341

Test Details

DIME Sample ID: 2019-03-01-7
DIME Test ID: 2019-03-01-7-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-03-25

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 03/25/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.124 in^2
Sample 1 Ultimate Strength Actual: 348 lbs
Sample 1 percent elongation: 55.4 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1264 in^2
Sample 2 Ultimate Strength Actual: 377.8 lbs
Sample 2 percent elongation: 61.7 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1264 in^2
Sample 3 Ultimate Strength Actual: 353.3 lbs
Sample 3 percent elongation: 51.2 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.493 in
Sample 4 Thickness: 0.257 in
Sample 4 Area: 0.1267 in^2
Sample 4 Ultimate Strength Actual: 388.3 lbs
Sample 4 percent elongation: 61.8 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.258 in
Sample 5 Area: 0.1269 in^2
Sample 5 Ultimate Strength Actual: 400.7 lbs
Sample 5 percent elongation: 63.4 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.496 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.13 in^2
Sample 6 Ultimate Strength Actual: 373.7 lbs
Sample 6 percent elongation: 56.9 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 2806.5 psi
Sample 2 Ultimate strength : 2988.9 psi
Sample 3 Ultimate strength: 2795.1 psi
Sample 4 Ultimate strength: 3064.7 psi
Sample 5 Ultimate strength: 3157.6 psi
Sample 6 Ultimate strength : 2874.6 psi
Ultimate Strength Average:2948 psi
Percent Elongation Average:58 %
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Test was verified on 3/25/2019