Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000060 DEA: 040Y8404 EFIS: 0422000348
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-17,85,87,101,280,etc.-Var
Work Description: PLACE POLYESTER CONCRETE OVERLAY, TREAT BRIDGE DECK WITH METHACRYLATE.
Location Description: SANTA CLARA COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-08-21-93
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: 08/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/22/2024
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000115KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-08-21-93-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/23/2024
Date Tested: 09/11/2024
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:
DIME Test ID: 2024-08-21-93-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/23/2024
Date Tested: 09/11/2024
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)
|
9
|
DIME Test ID: 2024-08-21-93-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/23/2024
Date Tested: 08/28/2024
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
|
0.45 in/min
|
|
Sample 1 Width
|
0.485 in
|
|
Sample 1 Ultimate strength
|
2761 psi
|
|
Sample 1 Thickness
|
0.263 in
|
|
Sample 1 Area
|
0.1276 in^2
|
|
Sample 1 Ultimate Strength Actual
|
352.304 lbs
|
|
Sample 1 percent elongation
|
65.1 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.485 in
|
|
Sample 2 Thickness
|
0.266 in
|
|
Sample 2 Area
|
0.129 in^2
|
|
Sample 2 Ultimate strength
|
2872 psi
|
|
Sample 2 Ultimate Strength Actual
|
370.488 lbs
|
|
Sample 2 percent elongation
|
69.5 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.486 in
|
|
Sample 3 Thickness
|
0.264 in
|
|
Sample 3 Area
|
0.1283 in^2
|
|
Sample 3 Ultimate strength
|
2703 psi
|
|
Sample 3 Ultimate Strength Actual
|
346.795 lbs
|
|
Sample 3 percent elongation
|
63.3 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.486 in
|
|
Sample 4 Thickness
|
0.261 in
|
|
Sample 4 Area
|
0.1268 in^2
|
|
Sample 4 Ultimate strength
|
2772 psi
|
|
Sample 4 Ultimate Strength Actual
|
351.49 lbs
|
|
Sample 4 percent elongation
|
66 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.486 in
|
|
Sample 5 Thickness
|
0.261 in
|
|
Sample 5 Area
|
0.1268 in^2
|
|
Sample 5 Ultimate strength
|
2807 psi
|
|
Sample 5 Ultimate Strength Actual
|
355.928 lbs
|
|
Sample 5 percent elongation
|
68.7 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.485 in
|
|
Sample 6 Thickness
|
0.258 in
|
|
Sample 6 Area
|
0.1251 in^2
|
|
Sample 6 Ultimate strength
|
2792 psi
|
|
Sample 6 Ultimate Strength Actual
|
349.279 lbs
|
|
Sample 6 percent elongation
|
66.5 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
2785 psi
|
|
Percent Elongation Average
|
67 %
|
DIME Test ID: 2024-08-21-93-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/23/2024
Date Tested: 09/11/2024
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
|
46.31
|
DIME Test ID: 2024-08-21-93-5
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: 09/23/2024
Date Tested: 08/26/2024
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
|
1004.01 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
|
502.004 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
930.816 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
|
465.408 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1511.36 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
|
755.679 psi
|
DIME Test ID: 2024-08-21-93-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/23/2024
Date Tested: 08/26/2024
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:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
77 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.048 grams
|
|
Weight at 5 minutes
|
99.985 grams
|
|
Weight at 10 minutes
|
99.931 grams
|
|
Weight at 15 minutes
|
99.876 grams
|
|
Weight at 20 minutes
|
99.821 grams
|
|
Weight at 25 minutes
|
99.76 grams
|
|
Weight at 30 minutes
|
99.701 grams
|
|
Final weight
|
99.7 grams
|
|
Total weight loss
|
0.35 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
18.707 grams/m^2
|
