Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000052 DEA: 040Y8304 EFIS: 0422000344
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-84,92,101,280-var
Work Description: PLACE POLYESTER CONCRETE OVERLAY AND CONSTRUCT APPROACH SLAB.
Location Description: SAN MATEO COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Avenue, Sacramento, CA 95838
Resident Engineer: PHONE AUNG Structure Rep.: Unknown
DIME Sample ID: 2024-07-09-99
TL Number from the TL Form:
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: 07/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2024
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: 000086KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers
DIME Test ID: 2024-07-09-99-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/01/2024
Date Tested: 07/29/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2024-07-09-99-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/01/2024
Date Tested: 07/29/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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: 2024-07-09-99-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/01/2024
Date Tested: 07/15/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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
|
3041 psi
|
Sample 1 Thickness
|
0.258 in
|
Sample 1 Area
|
0.1251 in^2
|
Sample 1 Ultimate Strength Actual
|
380.429 lbs
|
Sample 1 percent elongation
|
71.4 %
|
Sample 1 Time
|
no data0 MM:SS
|
Sample 2 Width
|
0.485 in
|
Sample 2 Thickness
|
0.258 in
|
Sample 2 Area
|
0.1251 in^2
|
Sample 2 Ultimate strength
|
3223 psi
|
Sample 2 Ultimate Strength Actual
|
403.197 lbs
|
Sample 2 percent elongation
|
76.8 %
|
Sample 2 Time
|
no data0 MM:SS
|
Sample 3 Width
|
0.492 in
|
Sample 3 Thickness
|
0.271 in
|
Sample 3 Area
|
0.1333 in^2
|
Sample 3 Ultimate strength
|
3122 psi
|
Sample 3 Ultimate Strength Actual
|
416.163 lbs
|
Sample 3 percent elongation
|
75.9 %
|
Sample 3 Time
|
no data0 MM:SS
|
Sample 4 Width
|
0.484 in
|
Sample 4 Thickness
|
0.264 in
|
Sample 4 Area
|
0.1278 in^2
|
Sample 4 Ultimate strength
|
3207 psi
|
Sample 4 Ultimate Strength Actual
|
409.855 lbs
|
Sample 4 percent elongation
|
76.2 %
|
Sample 4 Time
|
no data0 MM:SS
|
Sample 5 Width
|
0.484 in
|
Sample 5 Thickness
|
0.261 in
|
Sample 5 Area
|
0.1263 in^2
|
Sample 5 Ultimate strength
|
3075 psi
|
Sample 5 Ultimate Strength Actual
|
388.372 lbs
|
Sample 5 percent elongation
|
73 %
|
Sample 5 Time
|
no data0 MM:SS
|
Sample 6 Width
|
0.489 in
|
Sample 6 Thickness
|
0.249 in
|
Sample 6 Area
|
0.1218 in^2
|
Sample 6 Ultimate strength
|
2810 psi
|
Sample 6 Ultimate Strength Actual
|
342.258 lbs
|
Sample 6 percent elongation
|
63.5 %
|
Sample 6 Time
|
no data0 MM:SS
|
Ultimate Strength Average
|
3080 psi
|
Percent Elongation Average
|
73 %
|
DIME Test ID: 2024-07-09-99-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/01/2024
Date Tested: 07/29/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination
|
46.7
|
DIME Test ID: 2024-07-09-99-5
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: 08/01/2024
Date Tested: 07/23/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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
|
1236.1 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
|
618.052 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
1590.46 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
|
795.228 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
1125.69 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
|
562.846 psi
|
DIME Test ID: 2024-07-09-99-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 08/01/2024
Date Tested: 07/16/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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
|
100.075 grams
|
Weight at 5 minutes
|
100.009 grams
|
Weight at 10 minutes
|
99.947 grams
|
Weight at 15 minutes
|
99.887 grams
|
Weight at 20 minutes
|
99.823 grams
|
Weight at 25 minutes
|
99.76 grams
|
Weight at 30 minutes
|
99.693 grams
|
Final weight
|
99.69 grams
|
Total weight loss
|
0.39 grams
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
Lid Factor
|
53.757 m^2
|
Volatile emission
|
20.696 grams/m^2
|