Sample Record for 2020-07-17-24
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213569 DEA: 024F2104 EFIS: 0212000072
QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-299-0.5/1.0
Work Description: Butte and Ash Creek Bridge Replacement
Location Description: Construction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin
Contractor Name: WEST COAST CONTRACTORS
Contractor Address: 61050 Highway 101, Coos Bay, Oregon 97420
Resident Engineer: Mike Zdenek Structure Rep.: Ryan G Duran
Sample Information
DIME Sample ID: 2020-07-17-24
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: 07/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2020
The quantity of what the sample constitutes: 36 Totes
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 Reichhold
Material Information
Mfg. Lot Number(s): 1265453
Batch number: 1265453
Mix number: 1265453
Test Results
Test 1 of 7
DIME Test ID: 2020-07-17-24-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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: 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: 2020-07-17-24-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Density Units
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pounds/gallons
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Liquid Density (pounds per gallon)
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1.08
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Test 3 of 7
DIME Test ID: 2020-07-17-24-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
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 10/19/2020.
Reason: corrected
Test 4 of 7
DIME Test ID: 2020-07-17-24-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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: 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
|
46.4
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Test 5 of 7
DIME Test ID: 2020-07-17-24-5
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: 10/19/2020
Date Tested: 10/19/2020
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1605 lb
|
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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
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Surface type for Sample 1
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SSD
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Modulus of rupture (R) for Sample 1
|
802.5 psi
|
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Curing history for Sample 2
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24hr
|
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Maximum applied load (P) for Sample 2
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1583.4 lb
|
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Span length for Sample 2
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9 in
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Break location for Sample 2
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bond
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Specimen defects/notes for Sample 2
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no data
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Surface type for Sample 2
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SSD
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Modulus of rupture (R) for Sample 2
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791.7 psi
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Curing history for Sample 3
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24hr
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Maximum applied load (P) for Sample 3
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1370.2 lb
|
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Span length for Sample 3
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9 in
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Break location for Sample 3
|
bond
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Specimen defects/notes for Sample 3
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no data
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Surface type for Sample 3
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SSD
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Modulus of rupture (R) for Sample 3
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685.1 psi
|
Test 6 of 7
DIME Test ID: 2020-07-17-24-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Diameter of lid
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153.9 mm
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Room Temperature
|
77 f
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Tare weight
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no data0 grams
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Initial weight
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100 grams
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Weight at 5 minutes
|
99.965 grams
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Weight at 10 minutes
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99.936 grams
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Weight at 15 minutes
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99.861 grams
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Weight at 20 minutes
|
99.675 grams
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Weight at 25 minutes
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99.639 grams
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Weight at 30 minutes
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99.613 grams
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Final weight
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99.61 grams
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Total weight loss
|
0.39 grams
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Calculated radius of gallon can lid in cm
|
7.695 cm
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Lid Factor
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53.757 m^2
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Volatile emission
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20.965 grams/m^2
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Test 7 of 7
DIME Test ID: 2020-07-17-24-7
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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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
|
|
Sample 1 Width
|
0.482 in
|
|
Sample 1 Ultimate strength
|
3195.5 psi
|
|
Sample 1 Thickness
|
0.259 in
|
|
Sample 1 Area
|
0.1248 in^2
|
|
Sample 1 Ultimate Strength Actual
|
398.8 lbs
|
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Sample 1 percent elongation
|
61.18 %
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Sample 1 Time
|
no data0 MM:SS
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|
Sample 2 Width
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0.483 in
|
|
Sample 2 Thickness
|
0.253 in
|
|
Sample 2 Area
|
0.1222 in^2
|
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Sample 2 Ultimate strength
|
3255.3 psi
|
|
Sample 2 Ultimate Strength Actual
|
397.8 lbs
|
|
Sample 2 percent elongation
|
61.32 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.483 in
|
|
Sample 3 Thickness
|
0.257 in
|
|
Sample 3 Area
|
0.1241 in^2
|
|
Sample 3 Ultimate strength
|
3262.7 psi
|
|
Sample 3 Ultimate Strength Actual
|
404.9 lbs
|
|
Sample 3 percent elongation
|
61.64 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.482 in
|
|
Sample 4 Thickness
|
0.258 in
|
|
Sample 4 Area
|
0.1244 in^2
|
|
Sample 4 Ultimate strength
|
3807.9 psi
|
|
Sample 4 Ultimate Strength Actual
|
473.7 lbs
|
|
Sample 4 percent elongation
|
73.45 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.483 in
|
|
Sample 5 Thickness
|
0.26 in
|
|
Sample 5 Area
|
0.1256 in^2
|
|
Sample 5 Ultimate strength
|
3374.2 psi
|
|
Sample 5 Ultimate Strength Actual
|
423.8 lbs
|
|
Sample 5 percent elongation
|
64.9 %
|
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Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.482 in
|
|
Sample 6 Thickness
|
0.258 in
|
|
Sample 6 Area
|
0.1244 in^2
|
|
Sample 6 Ultimate strength
|
3291 psi
|
|
Sample 6 Ultimate Strength Actual
|
409.4 lbs
|
|
Sample 6 percent elongation
|
62.26 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3364 psi
|
|
Percent Elongation Average
|
64 %
|
