Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214908 DEA: 112N0424 EFIS: 1118000193
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-76-R4.2/R6.4
Work Description: PLACE MICROSURFACING, COLD PLANE AND REPLACE AC WITH HOT MIX ASPHALT.
Location Description: SAN DIEGO COUNTY IN OCEANSIDE FROM RANCHO DEL ORO DRIVE TO 0.2 MILE EAST OF COLLEGE BOULEVARD
Contractor Name: HAZARD CONSTRUCTION COMPANY
Contractor Address: 10529 Vine Streeet, Lakeside, CA 92040
Resident Engineer: Albert Labrador Structure Rep.: Unknown
DIME Sample ID: 2021-01-07-9
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: 01/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/15/2021
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
DIME Test ID: 2021-01-07-9-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 01/28/2021
Date Tested: 01/28/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2021-01-07-9-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 01/28/2021
Date Tested: 01/28/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Specimen 3,4 and 5 broke at flaws.
Test Result Compliance: complies
Additional Comments When Verified:
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Number of specimens tested
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5
|
|
Conditioning procedure
|
40/25/50
|
|
Speed of testing
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0.2 in/min
|
|
Sample 1 Width
|
0.485 in
|
|
Sample 1 Ultimate strength
|
3009.7 psi
|
|
Sample 1 Thickness
|
0.127 in
|
|
Sample 1 Area
|
0.0616 in^2
|
|
Sample 1 Ultimate Strength Actual
|
185.4 lbs
|
|
Sample 1 percent elongation
|
31.9 %
|
|
Sample 1 Time
|
6 MM:SS
|
|
Sample 2 Width
|
0.486 in
|
|
Sample 2 Thickness
|
0.13 in
|
|
Sample 2 Area
|
0.0632 in^2
|
|
Sample 2 Ultimate strength
|
3112.3 psi
|
|
Sample 2 Ultimate Strength Actual
|
196.7 lbs
|
|
Sample 2 percent elongation
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40.5 %
|
|
Sample 2 Time
|
6 MM:SS
|
|
Sample 3 Width
|
0.483 in
|
|
Sample 3 Thickness
|
0.133 in
|
|
Sample 3 Area
|
0.0642 in^2
|
|
Sample 3 Ultimate strength
|
2961.1 psi
|
|
Sample 3 Ultimate Strength Actual
|
190.1 lbs
|
|
Sample 3 percent elongation
|
29.2 %
|
|
Sample 3 Time
|
5 MM:SS
|
|
Sample 4 Width
|
0.484 in
|
|
Sample 4 Thickness
|
0.128 in
|
|
Sample 4 Area
|
0.062 in^2
|
|
Sample 4 Ultimate strength
|
2962.9 psi
|
|
Sample 4 Ultimate Strength Actual
|
183.7 lbs
|
|
Sample 4 percent elongation
|
28.6 %
|
|
Sample 4 Time
|
4 MM:SS
|
|
Sample 5 Width
|
0.483 in
|
|
Sample 5 Thickness
|
0.127 in
|
|
Sample 5 Area
|
0.0613 in^2
|
|
Sample 5 Ultimate strength
|
2962.5 psi
|
|
Sample 5 Ultimate Strength Actual
|
181.6 lbs
|
|
Sample 5 percent elongation
|
29.3 %
|
|
Sample 5 Time
|
4 MM:SS
|
|
Ultimate Strength Average
|
3002 psi
|
|
Percent Elongation Average
|
32 %
|
