Sample Record for 2021-11-23-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215533 DEA: 060Y7004 EFIS: 0619000206
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,KER,KIN-5,41,46,198-Var
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE DECK.
Location Description: FRESNO, KERN, AND KINGS COUNTIES AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORP OF CALIFORNIA INC
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: Anourack Khampraseuth Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2021-11-23-8
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: 11/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/23/2021
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): 1373751
Batch number: 1373751
Mix number: 1373751
Test Results
Test 1 of 7
DIME Test ID: 2021-11-23-8-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 12/10/2021
Date Tested: 12/07/2021
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:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
8.97
|
Test 2 of 7
DIME Test ID: 2021-11-23-8-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/10/2021
Date Tested: 12/07/2021
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:
Test 3 of 7
DIME Test ID: 2021-11-23-8-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 12/10/2021
Date Tested: 12/07/2021
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:
|
Mean of two volatile content determination
|
45.91
|
Test 4 of 7
DIME Test ID: 2021-11-23-8-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/10/2021
Date Tested: 12/01/2021
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: Accepted vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens tested
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5
|
|
Conditioning procedure
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18/25/50+5/70
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Speed of testing
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0.45 in/min
|
|
Sample 1 Width
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0.488 in
|
|
Sample 1 Ultimate strength
|
3618.5 psi
|
|
Sample 1 Thickness
|
0.261 in
|
|
Sample 1 Area
|
0.1274 in^2
|
|
Sample 1 Ultimate Strength Actual
|
461 lbs
|
|
Sample 1 percent elongation
|
68.41 %
|
|
Sample 1 Time
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0 MM:SS
|
|
Sample 2 Width
|
0.489 in
|
|
Sample 2 Thickness
|
0.256 in
|
|
Sample 2 Area
|
0.1252 in^2
|
|
Sample 2 Ultimate strength
|
3793.9 psi
|
|
Sample 2 Ultimate Strength Actual
|
475 lbs
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Sample 2 percent elongation
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72.21 %
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Sample 2 Time
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0 MM:SS
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|
Sample 3 Width
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0.488 in
|
|
Sample 3 Thickness
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0.249 in
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Sample 3 Area
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0.1215 in^2
|
|
Sample 3 Ultimate strength
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3596.7 psi
|
|
Sample 3 Ultimate Strength Actual
|
437 lbs
|
|
Sample 3 percent elongation
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68.08 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.488 in
|
|
Sample 4 Thickness
|
0.25 in
|
|
Sample 4 Area
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0.122 in^2
|
|
Sample 4 Ultimate strength
|
3368.9 psi
|
|
Sample 4 Ultimate Strength Actual
|
411 lbs
|
|
Sample 4 percent elongation
|
57.56 %
|
|
Sample 4 Time
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0 MM:SS
|
|
Sample 5 Width
|
0.487 in
|
|
Sample 5 Thickness
|
0.255 in
|
|
Sample 5 Area
|
0.1242 in^2
|
|
Sample 5 Ultimate strength
|
3735.9 psi
|
|
Sample 5 Ultimate Strength Actual
|
464 lbs
|
|
Sample 5 percent elongation
|
70.89 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3623 psi
|
|
Percent Elongation Average
|
67 %
|
Test 5 of 7
DIME Test ID: 2021-11-23-8-5
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
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) 594-1991
This test has been superseded on 12/10/2021. The corrected test ID is: 2021-11-23-8-7
Reason: corrected
Test 6 of 7
DIME Test ID: 2021-11-23-8-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 12/10/2021
Date Tested: 11/27/2021
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: Accepted vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
77 f
|
|
Tare weight
|
0 grams
|
|
Initial weight
|
100 grams
|
|
Weight at 5 minutes
|
99.942 grams
|
|
Weight at 10 minutes
|
99.885 grams
|
|
Weight at 15 minutes
|
99.828 grams
|
|
Weight at 20 minutes
|
99.77 grams
|
|
Weight at 25 minutes
|
99.71 grams
|
|
Weight at 30 minutes
|
99.651 grams
|
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Final weight
|
99.651 grams
|
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Total weight loss
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0.349 grams
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Calculated radius of gallon can lid in cm
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7.7 cm
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Lid Factor
|
53.757 m^2
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Volatile emission
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18.761 grams/m^2
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Test 7 of 7
DIME Test ID: 2021-11-23-8-7
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Verified Date: 12/10/2021
Date Tested: 11/29/2021
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: Accepted vendor's results.
The test was superseded from test ID: 2021-11-23-8-5
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1528 lb
|
|
Span length for Sample 1
|
9 in
|
|
Break location for Sample 1
|
bond
|
|
Specimen defects/notes for Sample 1
|
no data
|
|
Surface type for Sample 1
|
SSD
|
|
Modulus of rupture (R) for Sample 1
|
764 psi
|
|
Curing history for Sample 2
|
24hr
|
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Maximum applied load (P) for Sample 2
|
992 lb
|
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Span length for Sample 2
|
9 in
|
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Break location for Sample 2
|
bond
|
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Specimen defects/notes for Sample 2
|
no data
|
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Surface type for Sample 2
|
SSD
|
|
Modulus of rupture (R) for Sample 2
|
496 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1128 lb
|
|
Span length for Sample 3
|
9 in
|
|
Break location for Sample 3
|
bond
|
|
Specimen defects/notes for Sample 3
|
no data
|
|
Surface type for Sample 3
|
SSD
|
|
Modulus of rupture (R) for Sample 3
|
564 psi
|
