Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214903 DEA: 074W5404 EFIS: 0719000003
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14,138-VAR
Work Description: POLYESTER CONCRETE OVERLAY, APPLY METHCRYLATE & REPLACE JOINT SEALS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W 23rd St, Tempe, AZ 85282
Resident Engineer: Mohammad Khan Structure Rep.: Chanh Tong
DIME Sample ID: 2020-10-09-12
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: 10/09/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2020
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: 2020-10-09-12-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
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Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2020-10-09-12-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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: 2020-10-09-12-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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
|
46.1
|
DIME Test ID: 2020-10-09-12-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
|
Number of specimens tested
|
6
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
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0.482 in
|
|
Sample 1 Ultimate strength
|
3060.5 psi
|
|
Sample 1 Thickness
|
0.254 in
|
|
Sample 1 Area
|
0.1224 in^2
|
|
Sample 1 Ultimate Strength Actual
|
374.6 lbs
|
|
Sample 1 percent elongation
|
58.4 %
|
|
Sample 1 Time
|
4 MM:SS
|
|
Sample 2 Width
|
0.482 in
|
|
Sample 2 Thickness
|
0.26 in
|
|
Sample 2 Area
|
0.1253 in^2
|
|
Sample 2 Ultimate strength
|
3165.2 psi
|
|
Sample 2 Ultimate Strength Actual
|
396.6 lbs
|
|
Sample 2 percent elongation
|
47.6 %
|
|
Sample 2 Time
|
3 MM:SS
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|
Sample 3 Width
|
0.482 in
|
|
Sample 3 Thickness
|
0.252 in
|
|
Sample 3 Area
|
0.1215 in^2
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|
Sample 3 Ultimate strength
|
3202.5 psi
|
|
Sample 3 Ultimate Strength Actual
|
389.1 lbs
|
|
Sample 3 percent elongation
|
61 %
|
|
Sample 3 Time
|
4 MM:SS
|
|
Sample 4 Width
|
0.482 in
|
|
Sample 4 Thickness
|
0.255 in
|
|
Sample 4 Area
|
0.1229 in^2
|
|
Sample 4 Ultimate strength
|
3210.7 psi
|
|
Sample 4 Ultimate Strength Actual
|
394.6 lbs
|
|
Sample 4 percent elongation
|
52.3 %
|
|
Sample 4 Time
|
3 MM:SS
|
|
Sample 5 Width
|
0.481 in
|
|
Sample 5 Thickness
|
0.246 in
|
|
Sample 5 Area
|
0.1183 in^2
|
|
Sample 5 Ultimate strength
|
3129.3 psi
|
|
Sample 5 Ultimate Strength Actual
|
370.2 lbs
|
|
Sample 5 percent elongation
|
21 %
|
|
Sample 5 Time
|
1 MM:SS
|
|
Sample 6 Width
|
0.481 in
|
|
Sample 6 Thickness
|
0.245 in
|
|
Sample 6 Area
|
0.1178 in^2
|
|
Sample 6 Ultimate strength
|
3064.5 psi
|
|
Sample 6 Ultimate Strength Actual
|
361 lbs
|
|
Sample 6 percent elongation
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42.3 %
|
|
Sample 6 Time
|
3 MM:SS
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|
Ultimate Strength Average
|
3139 psi
|
|
Percent Elongation Average
|
47 %
|
DIME Test ID: 2020-10-09-12-5
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
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1850 lb
|
|
Span length for Sample 1
|
9 in
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Break location for Sample 1
|
bond
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|
Specimen defects/notes for Sample 1
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no data
|
|
Surface type for Sample 1
|
SSD
|
|
Modulus of rupture (R) for Sample 1
|
925 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1696 lb
|
|
Span length for Sample 2
|
9 in
|
|
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
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SSD
|
|
Modulus of rupture (R) for Sample 2
|
848 psi
|
|
Curing history for Sample 3
|
24hr
|
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Maximum applied load (P) for Sample 3
|
1356 lb
|
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Span length for Sample 3
|
9 in
|
|
Break location for Sample 3
|
bond
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|
Specimen defects/notes for Sample 3
|
no data
|
|
Surface type for Sample 3
|
SSD
|
|
Modulus of rupture (R) for Sample 3
|
678 psi
|
DIME Test ID: 2020-10-09-12-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
77 f
|
|
Tare weight
|
no data0 grams
|
|
Initial weight
|
100 grams
|
|
Weight at 5 minutes
|
99.926 grams
|
|
Weight at 10 minutes
|
99.895 grams
|
|
Weight at 15 minutes
|
99.796 grams
|
|
Weight at 20 minutes
|
99.609 grams
|
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Weight at 25 minutes
|
99.573 grams
|
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Weight at 30 minutes
|
99.545 grams
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Final weight
|
99.55 grams
|
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Total weight loss
|
0.455 grams
|
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Calculated radius of gallon can lid in cm
|
7.695 cm
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Lid Factor
|
53.757 m^2
|
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Volatile emission
|
24.459 grams/m^2
|
