Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993717 DEA: 021J8304 EFIS: 0220000148
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA,TEH-5,36,44-VAR
Work Description: REINF STRUCTURAL CONC BRIDGE, APPROACH SLAB & POLYESTER CONC OVERLAY.
Location Description: SHASTA AND TEHAMA COUNTIES AT VARIOUS LOCATIONS
Contractor Name: MYERS AND SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Joel Gasik Structure Rep.: Eric Chaffee
DIME Sample ID: 2023-02-20-2
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: 02/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/21/2023
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943765
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2023-02-20-2-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 06/30/2023
Date Tested: 03/13/2023
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: 2023-02-20-2-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 06/30/2023
Date Tested: 03/13/2023
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)
|
9.1
|
DIME Test ID: 2023-02-20-2-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 06/30/2023
Date Tested: 03/13/2023
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
|
44
|
DIME Test ID: 2023-02-20-2-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/30/2023
Date Tested: 02/10/2023
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 supplier'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
|
0.486 in
|
|
Sample 1 Ultimate strength
|
3201.8 psi
|
|
Sample 1 Thickness
|
0.254 in
|
|
Sample 1 Area
|
0.1234 in^2
|
|
Sample 1 Ultimate Strength Actual
|
395.1 lbs
|
|
Sample 1 percent elongation
|
64.6 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.487 in
|
|
Sample 2 Thickness
|
0.247 in
|
|
Sample 2 Area
|
0.1203 in^2
|
|
Sample 2 Ultimate strength
|
3049.9 psi
|
|
Sample 2 Ultimate Strength Actual
|
366.9 lbs
|
|
Sample 2 percent elongation
|
56.8 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.488 in
|
|
Sample 3 Thickness
|
0.255 in
|
|
Sample 3 Area
|
0.1244 in^2
|
|
Sample 3 Ultimate strength
|
3044.2 psi
|
|
Sample 3 Ultimate Strength Actual
|
378.7 lbs
|
|
Sample 3 percent elongation
|
54 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.488 in
|
|
Sample 4 Thickness
|
0.25 in
|
|
Sample 4 Area
|
0.122 in^2
|
|
Sample 4 Ultimate strength
|
3236.1 psi
|
|
Sample 4 Ultimate Strength Actual
|
394.8 lbs
|
|
Sample 4 percent elongation
|
65.7 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.488 in
|
|
Sample 5 Thickness
|
0.248 in
|
|
Sample 5 Area
|
0.121 in^2
|
|
Sample 5 Ultimate strength
|
3031.4 psi
|
|
Sample 5 Ultimate Strength Actual
|
366.8 lbs
|
|
Sample 5 percent elongation
|
58.4 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Sample 6 Width
|
0.488 in
|
|
Sample 6 Thickness
|
0.246 in
|
|
Sample 6 Area
|
0.12 in^2
|
|
Sample 6 Ultimate strength
|
3120 psi
|
|
Sample 6 Ultimate Strength Actual
|
374.4 lbs
|
|
Sample 6 percent elongation
|
62.4 %
|
|
Sample 6 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3114 psi
|
|
Percent Elongation Average
|
60 %
|
DIME Test ID: 2023-02-20-2-5
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: 06/30/2023
Date Tested: 02/23/2023
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 supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1583.6 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
|
791.8 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1346.2 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
|
673.1 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1437.6 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
|
718.8 psi
|
DIME Test ID: 2023-02-20-2-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 06/30/2023
Date Tested: 02/23/2023
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 supplier'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
|
100.037 grams
|
|
Weight at 5 minutes
|
99.954 grams
|
|
Weight at 10 minutes
|
99.876 grams
|
|
Weight at 15 minutes
|
99.766 grams
|
|
Weight at 20 minutes
|
99.658 grams
|
|
Weight at 25 minutes
|
99.589 grams
|
|
Weight at 30 minutes
|
99.506 grams
|
|
Final weight
|
99.51 grams
|
|
Total weight loss
|
0.53 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
28.33 grams/m^2
|
