Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213284 DEA: 060V4604 EFIS: 0616000181
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,MAD-99,99-Var,26.8
Work Description: BRIDGE DECK OVERLAYS AND JOINT SEALS.
Location Description: FRESNO AND MADERA COUNTIES AT VARIOUS LOCATIONS
Contractor Name: Myers and Sons Construction LP
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834
Resident Engineer: Mohammad Samimi Structure Rep.: Unknown
DIME Sample ID: 2019-02-15-1
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: 02/15/2019
Date that the sample was received by the laboratory/organization performing the testing: 02/15/2019
The quantity of what the sample constitutes: 12 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 and Reichhold
DIME Test ID: 2019-02-15-1-1
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/01/2019
Date Tested: 03/01/2019
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
|
75 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
99.9 grams
|
|
Weight at 5 minutes
|
99.5 grams
|
|
Weight at 10 minutes
|
99.7 grams
|
|
Weight at 15 minutes
|
99.7 grams
|
|
Weight at 20 minutes
|
99.5 grams
|
|
Weight at 25 minutes
|
99.5 grams
|
|
Weight at 30 minutes
|
99.5 grams
|
|
Final weight
|
99.5 grams
|
|
Total weight loss
|
0.4 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
21.503 grams/m^2
|
DIME Test ID: 2019-02-15-1-2
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/01/2019
Date Tested: 02/25/2019
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:
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
75 f
|
|
Tare weight
|
0 grams
|
|
Initial weight
|
100 grams
|
|
Weight at 5 minutes
|
99.9 grams
|
|
Weight at 10 minutes
|
99.7 grams
|
|
Weight at 15 minutes
|
99.7 grams
|
|
Weight at 20 minutes
|
99.6 grams
|
|
Weight at 25 minutes
|
99.5 grams
|
|
Weight at 30 minutes
|
99.5 grams
|
|
Final weight
|
99.5 grams
|
|
Total weight loss
|
0.5 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
26.879 grams/m^2
|
DIME Test ID: 2019-02-15-1-3
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/01/2019
Date Tested: 03/01/2019
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
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|
Liquid Density (pounds per gallon)
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1.06
|
DIME Test ID: 2019-02-15-1-4
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/01/2019
Date Tested: 03/01/2019
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: 2019-02-15-1-5
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/01/2019
Date Tested: 03/01/2019
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:
Additional Comments When Verified:
|
Mean of two volatile content determination
|
47
|
DIME Test ID: 2019-02-15-1-6
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/01/2019
Date Tested: 03/01/2019
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
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6
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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
|
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Sample 1 Width
|
0.492 in
|
|
Sample 1 Ultimate strength
|
3194.4 psi
|
|
Sample 1 Thickness
|
0.253 in
|
|
Sample 1 Area
|
0.1245 in^2
|
|
Sample 1 Ultimate Strength Actual
|
397.7 lbs
|
|
Sample 1 percent elongation
|
64.3 %
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Sample 1 Time
|
4 MM:SS
|
|
Sample 2 Width
|
0.491 in
|
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Sample 2 Thickness
|
0.246 in
|
|
Sample 2 Area
|
0.1208 in^2
|
|
Sample 2 Ultimate strength
|
2924.7 psi
|
|
Sample 2 Ultimate Strength Actual
|
353.3 lbs
|
|
Sample 2 percent elongation
|
54.7 %
|
|
Sample 2 Time
|
4 MM:SS
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|
Sample 3 Width
|
0.492 in
|
|
Sample 3 Thickness
|
0.254 in
|
|
Sample 3 Area
|
0.125 in^2
|
|
Sample 3 Ultimate strength
|
3156.8 psi
|
|
Sample 3 Ultimate Strength Actual
|
394.6 lbs
|
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Sample 3 percent elongation
|
63.1 %
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|
Sample 3 Time
|
4 MM:SS
|
|
Sample 4 Width
|
0.492 in
|
|
Sample 4 Thickness
|
0.249 in
|
|
Sample 4 Area
|
0.1225 in^2
|
|
Sample 4 Ultimate strength
|
2764.9 psi
|
|
Sample 4 Ultimate Strength Actual
|
338.7 lbs
|
|
Sample 4 percent elongation
|
47.7 %
|
|
Sample 4 Time
|
3 MM:SS
|
|
Sample 5 Width
|
0.492 in
|
|
Sample 5 Thickness
|
0.25 in
|
|
Sample 5 Area
|
0.123 in^2
|
|
Sample 5 Ultimate strength
|
3124.4 psi
|
|
Sample 5 Ultimate Strength Actual
|
384.3 lbs
|
|
Sample 5 percent elongation
|
63.5 %
|
|
Sample 5 Time
|
4 MM:SS
|
|
Sample 6 Width
|
0.492 in
|
|
Sample 6 Thickness
|
0.246 in
|
|
Sample 6 Area
|
0.121 in^2
|
|
Sample 6 Ultimate strength
|
3078.5 psi
|
|
Sample 6 Ultimate Strength Actual
|
372.5 lbs
|
|
Sample 6 percent elongation
|
60.1 %
|
|
Sample 6 Time
|
4 MM:SS
|
|
Ultimate Strength Average
|
3041 psi
|
|
Percent Elongation Average
|
59 %
|
DIME Test ID: 2019-02-15-1-7
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: 03/01/2019
Date Tested: 03/01/2019
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:
Additional Comments When Verified:
|
Curing history for Sample 1
|
24 hr
|
|
Maximum applied load (P) for Sample 1
|
1206 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
|
603 psi
|
|
Curing history for Sample 2
|
24 hrs
|
|
Maximum applied load (P) for Sample 2
|
1215 lb
|
|
Span length for Sample 2
|
9 in
|
|
Break location for Sample 2
|
bond
|
|
Specimen defects/notes for Sample 2
|
no data
|
|
Surface type for Sample 2
|
SSD
|
|
Modulus of rupture (R) for Sample 2
|
608 psi
|
|
Curing history for Sample 3
|
24 hrs
|
|
Maximum applied load (P) for Sample 3
|
1199 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
|
600 psi
|
