Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994639 DEA: 032G5504 EFIS: 0321000238
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT,COL,GLE-5,32,99,149,162-VAR
Work Description: PLACE AND FURNISH POLYESTER CONCRETE AND REPLACE JOINT SEALS.
Location Description: BUTTE, COLUSA, AND GLENN COUNTIES AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Ste D, Benicia, CA 94510
Resident Engineer: Matt Crete Structure Rep.: Adam Scardaci
DIME Sample ID: 2023-10-27-34
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: 10/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/30/2023
The quantity of what the sample constitutes: 8 Tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000031KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2023-10-27-34-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/21/2024
Date Tested: 11/29/2023
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: 2023-10-27-34-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/21/2024
Date Tested: 11/29/2023
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: 2023-10-27-34-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/21/2024
Date Tested: 11/01/2023
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 based on 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
|
3432.3 psi
|
|
Sample 1 Thickness
|
0.236 in
|
|
Sample 1 Area
|
0.1145 in^2
|
|
Sample 1 Ultimate Strength Actual
|
393 lbs
|
|
Sample 1 percent elongation
|
61 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.485 in
|
|
Sample 2 Thickness
|
0.248 in
|
|
Sample 2 Area
|
0.1203 in^2
|
|
Sample 2 Ultimate strength
|
3399.8 psi
|
|
Sample 2 Ultimate Strength Actual
|
409 lbs
|
|
Sample 2 percent elongation
|
60.2 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.484 in
|
|
Sample 3 Thickness
|
0.255 in
|
|
Sample 3 Area
|
0.1234 in^2
|
|
Sample 3 Ultimate strength
|
3395.5 psi
|
|
Sample 3 Ultimate Strength Actual
|
419 lbs
|
|
Sample 3 percent elongation
|
51.4 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.485 in
|
|
Sample 4 Thickness
|
0.251 in
|
|
Sample 4 Area
|
0.1217 in^2
|
|
Sample 4 Ultimate strength
|
3377.2 psi
|
|
Sample 4 Ultimate Strength Actual
|
411 lbs
|
|
Sample 4 percent elongation
|
62.1 %
|
|
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
|
3418.9 psi
|
|
Sample 5 Ultimate Strength Actual
|
413 lbs
|
|
Sample 5 percent elongation
|
60.3 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Sample 6 Width
|
0.485 in
|
|
Sample 6 Thickness
|
0.263 in
|
|
Sample 6 Area
|
0.1276 in^2
|
|
Sample 6 Ultimate strength
|
3401.3 psi
|
|
Sample 6 Ultimate Strength Actual
|
434 lbs
|
|
Sample 6 percent elongation
|
58.3 %
|
|
Sample 6 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3404 psi
|
|
Percent Elongation Average
|
59 %
|
DIME Test ID: 2023-10-27-34-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/21/2024
Date Tested: 11/29/2023
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
|
46.3
|
DIME Test ID: 2023-10-27-34-5
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: 03/21/2024
Date Tested: 11/08/2023
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 based on vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1410 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
|
705 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1314 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
|
657 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1302 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
|
651 psi
|
DIME Test ID: 2023-10-27-34-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/21/2024
Date Tested: 11/02/2023
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 based on 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
|
100.043 grams
|
|
Weight at 5 minutes
|
99.889 grams
|
|
Weight at 10 minutes
|
99.795 grams
|
|
Weight at 15 minutes
|
99.714 grams
|
|
Weight at 20 minutes
|
99.654 grams
|
|
Weight at 25 minutes
|
99.548 grams
|
|
Weight at 30 minutes
|
99.486 grams
|
|
Final weight
|
99.49 grams
|
|
Total weight loss
|
0.55 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
29.728 grams/m^2
|
