Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995156 DEA: 070W3504 EFIS: 0722000005
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-91-R11.7
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AT ROUTE 91/710 SEPARATION
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: Unknown
Resident Engineer: Joahnna Vergara Structure Rep.: Bernabe Contreras
DIME Sample ID: 2024-05-20-134
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: 05/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/30/2024
The quantity of what the sample constitutes: 10 Tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000068KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-05-20-134-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/18/2024
Date Tested: 06/19/2024
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: 2024-05-20-134-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/18/2024
Date Tested: 06/19/2024
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: 2024-05-20-134-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/18/2024
Date Tested: 05/31/2024
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
|
0.487 in
|
|
Sample 1 Ultimate strength
|
3138 psi
|
|
Sample 1 Thickness
|
0.269 in
|
|
Sample 1 Area
|
0.131 in^2
|
|
Sample 1 Ultimate Strength Actual
|
411.078 lbs
|
|
Sample 1 percent elongation
|
73.2 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.487 in
|
|
Sample 2 Thickness
|
0.267 in
|
|
Sample 2 Area
|
0.13 in^2
|
|
Sample 2 Ultimate strength
|
3105 psi
|
|
Sample 2 Ultimate Strength Actual
|
403.65 lbs
|
|
Sample 2 percent elongation
|
71.9 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.486 in
|
|
Sample 3 Thickness
|
0.271 in
|
|
Sample 3 Area
|
0.1317 in^2
|
|
Sample 3 Ultimate strength
|
3071 psi
|
|
Sample 3 Ultimate Strength Actual
|
404.45 lbs
|
|
Sample 3 percent elongation
|
71.3 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.486 in
|
|
Sample 4 Thickness
|
0.266 in
|
|
Sample 4 Area
|
0.1293 in^2
|
|
Sample 4 Ultimate strength
|
3284 psi
|
|
Sample 4 Ultimate Strength Actual
|
424.62 lbs
|
|
Sample 4 percent elongation
|
76.4 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.486 in
|
|
Sample 5 Thickness
|
0.275 in
|
|
Sample 5 Area
|
0.1337 in^2
|
|
Sample 5 Ultimate strength
|
2974.9 psi
|
|
Sample 5 Ultimate Strength Actual
|
397.75 lbs
|
|
Sample 5 percent elongation
|
69 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.486 in
|
|
Sample 6 Thickness
|
0.261 in
|
|
Sample 6 Area
|
0.1268 in^2
|
|
Sample 6 Ultimate strength
|
3059 psi
|
|
Sample 6 Ultimate Strength Actual
|
387.88 lbs
|
|
Sample 6 percent elongation
|
70.5 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3105 psi
|
|
Percent Elongation Average
|
72 %
|
DIME Test ID: 2024-05-20-134-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/18/2024
Date Tested: 06/19/2024
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
|
46.1
|
DIME Test ID: 2024-05-20-134-5
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: 07/18/2024
Date Tested: 06/04/2024
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
|
1290.23 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
|
645.113 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1234.13 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
|
617.065 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1144.38 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
|
572.189 psi
|
DIME Test ID: 2024-05-20-134-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/18/2024
Date Tested: 06/04/2024
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
|
78 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.035 grams
|
|
Weight at 5 minutes
|
99.962 grams
|
|
Weight at 10 minutes
|
99.893 grams
|
|
Weight at 15 minutes
|
99.82 grams
|
|
Weight at 20 minutes
|
99.755 grams
|
|
Weight at 25 minutes
|
99.68 grams
|
|
Weight at 30 minutes
|
99.611 grams
|
|
Final weight
|
99.61 grams
|
|
Total weight loss
|
0.42 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
22.847 grams/m^2
|
