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Testing Report for 2021-09-08-10-3

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 101H3424
EFIS: 1018000078
Project ID: 215027
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-5-10.6
Work Description: BRIDGE RAIL REPLACEMENT.
Location Description: SAN JOAQUIN COUNTY NEAR LATHROP AT DEUEL OVERHEAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Bal Bahadur Paul
Structure Rep.: Ron Matin

Sample Information

DIME Sample ID: 2021-09-08-10
TL Number from the TL Form: Sacramento Caltrans lab
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: 760-518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 9/8/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/8/2021
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Polynt

Material Information

Mfg. Lot Number(s): 1357978
Batch number: 1357978
Mix number: 1357978

Test Information

DIME Test ID: 2021-09-08-10-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Date Tested: 9/17/2021
Verified Date: 9/17/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted Based on Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Number of specimens tested: 5
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Ultimate strength: 3430.6 psi
Sample 1 Thickness: 0.248 in
Sample 1 Area: 0.1208 in^2
Sample 1 Ultimate Strength Actual: 414.42 lbs
Sample 1 percent elongation: 64.1 %
Sample 1 Time: no data
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 0.1227 in^2
Sample 2 Ultimate strength : 3368.5 psi
Sample 2 Ultimate Strength Actual: 413.31 lbs
Sample 2 percent elongation: 62.33 %
Sample 2 Time: no data
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.248 in
Sample 3 Area: 0.1205 in^2
Sample 3 Ultimate strength: 3409 psi
Sample 3 Ultimate Strength Actual: 410.78 lbs
Sample 3 percent elongation: 63.02 %
Sample 3 Time: no data
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1215 in^2
Sample 4 Ultimate strength: 3295.2 psi
Sample 4 Ultimate Strength Actual: 400.37 lbs
Sample 4 percent elongation: 60.75 %
Sample 4 Time: no data
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1234 in^2
Sample 5 Ultimate strength: 3181.6 psi
Sample 5 Ultimate Strength Actual: 392.61 lbs
Sample 5 percent elongation: 57.65 %
Sample 5 Time: no data
Ultimate Strength Average: 3337 psi
Percent Elongation Average: 62 %