Sample Record for 2023-09-15-59
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995100 DEA: 030L2604 EFIS: 0324000072
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-80-0/16.5
Work Description:
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1900 Glendale Ave, Sparks, NV 89431
Resident Engineer: Amir Zamanian Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-09-15-59
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: 09/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2023
The quantity of what the sample constitutes: 8 Tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000012KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
Material Information
Mfg. Lot Number(s): 1490259
Batch number: 1490259
Mix number: 1490259
Test Results
Test 1 of 7
DIME Test ID: 2023-09-15-59-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/09/2023
Date Tested: 09/28/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 7
DIME Test ID: 2023-09-15-59-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/09/2023
Date Tested: 09/28/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
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9
|
Test 3 of 7
DIME Test ID: 2023-09-15-59-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/09/2023
Date Tested: 09/20/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens tested
|
6
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
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
|
3199 psi
|
|
Sample 1 Thickness
|
0.244 in
|
|
Sample 1 Area
|
0.1191 in^2
|
|
Sample 1 Ultimate Strength Actual
|
381 lbs
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Sample 1 percent elongation
|
67 %
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|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.488 in
|
|
Sample 2 Thickness
|
0.239 in
|
|
Sample 2 Area
|
0.1166 in^2
|
|
Sample 2 Ultimate strength
|
3104.6 psi
|
|
Sample 2 Ultimate Strength Actual
|
362 lbs
|
|
Sample 2 percent elongation
|
64.1 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.487 in
|
|
Sample 3 Thickness
|
0.242 in
|
|
Sample 3 Area
|
0.1179 in^2
|
|
Sample 3 Ultimate strength
|
2951.7 psi
|
|
Sample 3 Ultimate Strength Actual
|
348 lbs
|
|
Sample 3 percent elongation
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58.9 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.488 in
|
|
Sample 4 Thickness
|
0.253 in
|
|
Sample 4 Area
|
0.1235 in^2
|
|
Sample 4 Ultimate strength
|
2955.5 psi
|
|
Sample 4 Ultimate Strength Actual
|
365 lbs
|
|
Sample 4 percent elongation
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59.7 %
|
|
Sample 4 Time
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no data0 MM:SS
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|
Sample 5 Width
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0.487 in
|
|
Sample 5 Thickness
|
0.252 in
|
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Sample 5 Area
|
0.1227 in^2
|
|
Sample 5 Ultimate strength
|
2950.3 psi
|
|
Sample 5 Ultimate Strength Actual
|
362 lbs
|
|
Sample 5 percent elongation
|
58.9 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.486 in
|
|
Sample 6 Thickness
|
0.257 in
|
|
Sample 6 Area
|
0.1249 in^2
|
|
Sample 6 Ultimate strength
|
3410.7 psi
|
|
Sample 6 Ultimate Strength Actual
|
426 lbs
|
|
Sample 6 percent elongation
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74.1 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3095 psi
|
|
Percent Elongation Average
|
64 %
|
Test 4 of 7
DIME Test ID: 2023-09-15-59-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/09/2023
Date Tested: 09/28/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
46.5
|
Test 5 of 7
DIME Test ID: 2023-09-15-59-5
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: 10/09/2023
Date Tested: 09/21/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1257 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
|
628.5 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1470 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
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SSD
|
|
Modulus of rupture (R) for Sample 2
|
735 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1919 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
|
959.5 psi
|
Test 6 of 7
DIME Test ID: 2023-09-15-59-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
This test has been superseded on 10/11/2023. The corrected test ID is: 2023-09-15-59-7
Reason: corrected
Test 7 of 7
DIME Test ID: 2023-09-15-59-7
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/11/2023
Date Tested: 09/23/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted vendor's results.
The test was superseded from test ID: 2023-09-15-59-6
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
77 f
|
|
Tare weight
|
no data
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|
Initial weight
|
100.026 grams
|
|
Weight at 5 minutes
|
99.913 grams
|
|
Weight at 10 minutes
|
99.77 grams
|
|
Weight at 15 minutes
|
99.674 grams
|
|
Weight at 20 minutes
|
99.572 grams
|
|
Weight at 25 minutes
|
99.472 grams
|
|
Weight at 30 minutes
|
99.381 grams
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Final weight
|
99.38 grams
|
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Total weight loss
|
0.65 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
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Volatile emission
|
34.727 grams/m^2
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