Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994799 DEA: 044Q2504 EFIS: 0419000364
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-238,262,580,680-VAR
Work Description: PLACE POLYESTER CONCRETE OVERLAY, AND REPLACE JOINT SEAL.
Location Description: ALAMEDA COUNTY AT VARIOUS LOCATIONS
Contractor Name: BAY LINE CUTTING & CORING, INC.
Contractor Address: 501 Cesar Chavez Street, Suite 101 B, San Francisco, CA 94124
Resident Engineer: Richard Mc Masters Structure Rep.: Unknown
DIME Sample ID: 2024-03-29-37
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: 03/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2024
The quantity of what the sample constitutes: 36 Totes
A brief description of the sample: 1 gallon can / PPC 1121
From where was the sample collected: Source
Laboratory sample identification: 000051KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-03-29-37-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/13/2024
Date Tested: 04/23/2024
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: 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: 2024-03-29-37-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/13/2024
Date Tested: 04/23/2024
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: 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: 2024-03-29-37-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/13/2024
Date Tested: 04/03/2024
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:
|
Number of specimens tested
|
6
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.481 in
|
|
Sample 1 Ultimate strength
|
2917 psi
|
|
Sample 1 Thickness
|
0.273 in
|
|
Sample 1 Area
|
0.1313 in^2
|
|
Sample 1 Ultimate Strength Actual
|
383 lbs
|
|
Sample 1 percent elongation
|
55.7 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.481 in
|
|
Sample 2 Thickness
|
0.27 in
|
|
Sample 2 Area
|
0.1299 in^2
|
|
Sample 2 Ultimate strength
|
3214.8 psi
|
|
Sample 2 Ultimate Strength Actual
|
417.6 lbs
|
|
Sample 2 percent elongation
|
64 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.482 in
|
|
Sample 3 Thickness
|
0.27 in
|
|
Sample 3 Area
|
0.1301 in^2
|
|
Sample 3 Ultimate strength
|
3105.3 psi
|
|
Sample 3 Ultimate Strength Actual
|
404 lbs
|
|
Sample 3 percent elongation
|
55.669 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.481 in
|
|
Sample 4 Thickness
|
0.266 in
|
|
Sample 4 Area
|
0.1279 in^2
|
|
Sample 4 Ultimate strength
|
3338.5 psi
|
|
Sample 4 Ultimate Strength Actual
|
427 lbs
|
|
Sample 4 percent elongation
|
65 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.48 in
|
|
Sample 5 Thickness
|
0.264 in
|
|
Sample 5 Area
|
0.1267 in^2
|
|
Sample 5 Ultimate strength
|
3330.7 psi
|
|
Sample 5 Ultimate Strength Actual
|
422 lbs
|
|
Sample 5 percent elongation
|
65 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.481 in
|
|
Sample 6 Thickness
|
0.26 in
|
|
Sample 6 Area
|
0.1251 in^2
|
|
Sample 6 Ultimate strength
|
3189.4 psi
|
|
Sample 6 Ultimate Strength Actual
|
399 lbs
|
|
Sample 6 percent elongation
|
58 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3183 psi
|
|
Percent Elongation Average
|
61 %
|
DIME Test ID: 2024-03-29-37-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/13/2024
Date Tested: 04/23/2024
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: 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
|
46.6
|
DIME Test ID: 2024-03-29-37-5
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: 05/13/2024
Date Tested: 04/02/2024
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:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1693 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
|
846.5 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1216 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
|
608 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1422 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
|
711 psi
|
DIME Test ID: 2024-03-29-37-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/13/2024
Date Tested: 04/01/2024
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
|
77 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.046 grams
|
|
Weight at 5 minutes
|
99.963 grams
|
|
Weight at 10 minutes
|
99.903 grams
|
|
Weight at 15 minutes
|
99.84 grams
|
|
Weight at 20 minutes
|
99.78 grams
|
|
Weight at 25 minutes
|
99.708 grams
|
|
Weight at 30 minutes
|
99.624 grams
|
|
Final weight
|
99.62 grams
|
|
Total weight loss
|
0.43 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
22.9 grams/m^2
|
