Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995445 DEA: 043W5204 EFIS: 0421000384
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-580,680,880-VAR
Work Description: PLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEAL.
Location Description: ALAMEDA COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Avenue, Sacramento, CA 95838
Resident Engineer: Eddie Dike Structure Rep.: Unknown
DIME Sample ID: 2024-07-19-34
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: 07/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2024
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: 000098KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-07-19-34-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/07/2024
Date Tested: 07/31/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2024-07-19-34-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/07/2024
Date Tested: 07/31/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2024-07-19-34-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/07/2024
Date Tested: 07/25/2024
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
|
2816 psi
|
|
Sample 1 Thickness
|
0.271 in
|
|
Sample 1 Area
|
0.1314 in^2
|
|
Sample 1 Ultimate Strength Actual
|
370.022 lbs
|
|
Sample 1 percent elongation
|
63.6 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.485 in
|
|
Sample 2 Thickness
|
0.275 in
|
|
Sample 2 Area
|
0.1334 in^2
|
|
Sample 2 Ultimate strength
|
2900 psi
|
|
Sample 2 Ultimate Strength Actual
|
386.86 lbs
|
|
Sample 2 percent elongation
|
67.3 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.487 in
|
|
Sample 3 Thickness
|
0.247 in
|
|
Sample 3 Area
|
0.1203 in^2
|
|
Sample 3 Ultimate strength
|
3099 psi
|
|
Sample 3 Ultimate Strength Actual
|
372.81 lbs
|
|
Sample 3 percent elongation
|
71.2 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.486 in
|
|
Sample 4 Thickness
|
0.264 in
|
|
Sample 4 Area
|
0.1283 in^2
|
|
Sample 4 Ultimate strength
|
3176 psi
|
|
Sample 4 Ultimate Strength Actual
|
407.481 lbs
|
|
Sample 4 percent elongation
|
75.1 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.486 in
|
|
Sample 5 Thickness
|
0.265 in
|
|
Sample 5 Area
|
0.1288 in^2
|
|
Sample 5 Ultimate strength
|
3131 psi
|
|
Sample 5 Ultimate Strength Actual
|
403.273 lbs
|
|
Sample 5 percent elongation
|
73.8 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.486 in
|
|
Sample 6 Thickness
|
0.267 in
|
|
Sample 6 Area
|
0.1298 in^2
|
|
Sample 6 Ultimate strength
|
2818 psi
|
|
Sample 6 Ultimate Strength Actual
|
365.776 lbs
|
|
Sample 6 percent elongation
|
63.7 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
2990 psi
|
|
Percent Elongation Average
|
69 %
|
DIME Test ID: 2024-07-19-34-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/07/2024
Date Tested: 07/31/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
45.28
|
DIME Test ID: 2024-07-19-34-5
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: 08/07/2024
Date Tested: 07/25/2024
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
|
1638.99 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
|
819.496 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1591.52 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
|
795.761 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1500 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
|
750 psi
|
DIME Test ID: 2024-07-19-34-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 08/07/2024
Date Tested: 07/24/2024
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 vendors 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
|
100.01 grams
|
|
Weight at 5 minutes
|
99.937 grams
|
|
Weight at 10 minutes
|
99.864 grams
|
|
Weight at 15 minutes
|
99.786 grams
|
|
Weight at 20 minutes
|
99.711 grams
|
|
Weight at 25 minutes
|
99.65 grams
|
|
Weight at 30 minutes
|
99.56 grams
|
|
Final weight
|
99.56 grams
|
|
Total weight loss
|
0.45 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
24.191 grams/m^2
|
