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Testing Report for 2019-06-13-2-4

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

Project Information

DEA: 024G5204
EFIS: 0214000022
Project ID: 212185
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R28.0 - R29.2
Work Description: PIT RIVER BRIDGE DECK & CATWALK REHABILITATION
Location Description: SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE FROM 0.2 MILE SOUTH TO 0.9 MILE NORTH OF PIT RIVER BRIDGE OVERHEAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Tofael Anwar
Structure Rep.: Andrew Osullivan

Sample Information

DIME Sample ID: 2019-06-13-2
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: 6/13/2019
Date that the sample was received by the laboratory/organization performing the testing: 6/13/2019
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 Reichhold

Material Information

Mfg. Lot Number(s): 1188461
Batch number: 1188461
Mix number: 1188461

Test Information

DIME Test ID: 2019-06-13-2-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Date Tested: 7/1/2019
Verified Date: 7/1/2019
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:
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Number of specimens tested: 6
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Ultimate strength: 2610.5 psi
Sample 1 Thickness: 0.239 in
Sample 1 Area: 0.1176 in^2
Sample 1 Ultimate Strength Actual: 307 lbs
Sample 1 percent elongation: 40.4 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1215 in^2
Sample 2 Ultimate strength : 2740.7 psi
Sample 2 Ultimate Strength Actual: 333 lbs
Sample 2 percent elongation: 49.4 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1235 in^2
Sample 3 Ultimate strength: no data
Sample 3 Ultimate Strength Actual: no data
Sample 3 percent elongation: no data
Sample 3 Time: no data
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.252 in
Sample 4 Area: 0.124 in^2
Sample 4 Ultimate strength: 2791.1 psi
Sample 4 Ultimate Strength Actual: 346.1 lbs
Sample 4 percent elongation: 52.5 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1205 in^2
Sample 5 Ultimate strength: 2782.6 psi
Sample 5 Ultimate Strength Actual: 335.3 lbs
Sample 5 percent elongation: 53.1 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.252 in
Sample 6 Area: 0.124 in^2
Sample 6 Ultimate strength : 2709.7 psi
Sample 6 Ultimate Strength Actual: 336 lbs
Sample 6 percent elongation: 53.6 %
Sample 6 Time: 3 MM:SS
Ultimate Strength Average: 2272 psi
Percent Elongation Average: 42 %