Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213858 DEA: 120Q9204 EFIS: 1217000127
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-57,91-var
Work Description: METHACRYLATE DECK SEAL TREATMENT & POLYESTER CONC. OVERLAY
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Osama Francis Structure Rep.: Unknown
DIME Sample ID: 2019-06-26-6
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: 06/26/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/26/2019
The quantity of what the sample constitutes: 5 tankers
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
DIME Test ID: 2019-06-26-6-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/08/2019
Date Tested: 07/08/2019
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: 2019-06-26-6-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/08/2019
Date Tested: 07/08/2019
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: 2019-06-26-6-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/08/2019
Date Tested: 07/08/2019
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
|
DIME Test ID: 2019-06-26-6-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/08/2019
Date Tested: 07/08/2019
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:
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
|
3647.3 psi
|
Sample 1 Thickness
|
0.245 in
|
Sample 1 Area
|
0.1188 in^2
|
Sample 1 Ultimate Strength Actual
|
433.3 lbs
|
Sample 1 percent elongation
|
68.84 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.285 in
|
Sample 2 Thickness
|
0.248 in
|
Sample 2 Area
|
0.0707 in^2
|
Sample 2 Ultimate strength
|
6056.6 psi
|
Sample 2 Ultimate Strength Actual
|
428.2 lbs
|
Sample 2 percent elongation
|
68.64 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.485 in
|
Sample 3 Thickness
|
0.242 in
|
Sample 3 Area
|
0.1174 in^2
|
Sample 3 Ultimate strength
|
3030.7 psi
|
Sample 3 Ultimate Strength Actual
|
355.8 lbs
|
Sample 3 percent elongation
|
48.44 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.486 in
|
Sample 4 Thickness
|
0.247 in
|
Sample 4 Area
|
0.12 in^2
|
Sample 4 Ultimate strength
|
3207.5 psi
|
Sample 4 Ultimate Strength Actual
|
384.9 lbs
|
Sample 4 percent elongation
|
56.2 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.485 in
|
Sample 5 Thickness
|
0.249 in
|
Sample 5 Area
|
0.1208 in^2
|
Sample 5 Ultimate strength
|
3575.3 psi
|
Sample 5 Ultimate Strength Actual
|
431.9 lbs
|
Sample 5 percent elongation
|
69.77 %
|
Sample 5 Time
|
0 MM:SS
|
Sample 6 Width
|
0.486 in
|
Sample 6 Thickness
|
0.243 in
|
Sample 6 Area
|
0.1181 in^2
|
Sample 6 Ultimate strength
|
3419.1 psi
|
Sample 6 Ultimate Strength Actual
|
403.8 lbs
|
Sample 6 percent elongation
|
64.88 %
|
Sample 6 Time
|
0 MM:SS
|
Ultimate Strength Average
|
3823 psi
|
Percent Elongation Average
|
63 %
|
DIME Test ID: 2019-06-26-6-5
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: 07/08/2019
Date Tested: 07/08/2019
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:
Curing history for Sample 1
|
24hr
|
Maximum applied load (P) for Sample 1
|
1218 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
|
609 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
1148 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
|
574 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
962 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
|
481 psi
|
DIME Test ID: 2019-06-26-6-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/08/2019
Date Tested: 07/08/2019
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:
Diameter of lid
|
154.9 mm
|
Room Temperature
|
73 f
|
Tare weight
|
0 grams
|
Initial weight
|
100 grams
|
Weight at 5 minutes
|
99.9 grams
|
Weight at 10 minutes
|
99.8 grams
|
Weight at 15 minutes
|
99.8 grams
|
Weight at 20 minutes
|
99.7 grams
|
Weight at 25 minutes
|
99.7 grams
|
Weight at 30 minutes
|
99.6 grams
|
Final weight
|
99.6 grams
|
Total weight loss
|
0.4 grams
|
Calculated radius of gallon can lid in cm
|
7.745 cm
|
Lid Factor
|
53.065 m^2
|
Volatile emission
|
21.226 grams/m^2
|