Summary for Test 2019-07-19-22-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 211538
DEA: 043G59U4
EFIS: 0415000066
DIST-CO-RTE-PM04-ALA-205-0.0/1.004-Ala-580-0.0/8.0,26.1/30.310-SJ-580-13.5/15.4
Award Date10/24/2016
Closeout Date12/17/2019
Work DescriptionHMA PAVING, REPLACE APPROACH AND PCC SLABS, PRECAST CONCRETE PAVEMENT.
Location DescriptionALAMEDA AND SAN JOAQUIN COUNTIES ON ROUTE 580 FROM PATTERSON PASS ROAD OVERCROSSING TO GREENVILLE ROAD OVERHEAD AND FROM EDEN CANYON ROAD UNDERCROSSING TO STROBRIDGE AVENUE UNDERCROSSING ON ROUTE 205 FROM SAN JOAQUIN COUNTY LINE TO MIDWAY ROAD UNDERCROSSI
QA Service Level1 (Verified on 09/02/2016)

Sample Information

Sample Taken Date07/19/2019 Sample Unique Key22
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 testing08/20/2019
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes33 totes 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 Polymers and Reichhold Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypePolyester Mfg. Lot Number(s)1195730
Batch number1195730 Mix number1195730

Test Details

DIME Sample ID: 2019-07-19-22
DIME Test ID: 2019-07-19-22-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-10-15

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 08/26/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1215 in^2
Sample 1 Ultimate Strength Actual: 428.6 lbs
Sample 1 percent elongation: 65.4 %
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: 414.6 lbs
Sample 2 percent elongation: 65.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.252 in
Sample 3 Area: 0.1222 in^2
Sample 3 Ultimate Strength Actual: 416.6 lbs
Sample 3 percent elongation: 65.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1215 in^2
Sample 4 Ultimate Strength Actual: 439.2 lbs
Sample 4 percent elongation: 67.8 %
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: 397.7 lbs
Sample 5 percent elongation: 64.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.242 in
Sample 6 Area: 0.1174 in^2
Sample 6 Ultimate Strength Actual: 421.5 lbs
Sample 6 percent elongation: 69.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3527.6 psi
Sample 2 Ultimate strength : 3481.1 psi
Sample 3 Ultimate strength: 3409.2 psi
Sample 4 Ultimate strength: 3614.8 psi
Sample 5 Ultimate strength: 3259.8 psi
Sample 6 Ultimate strength : 3590.3 psi
Ultimate Strength Average: 3480 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019