Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214946 DEA: 060X1504 EFIS: 0618000233
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-0.9/30.5
Work Description: POLYESTER CONCRETE OVERLAY.
Location Description: FRESNO COUNTY FROM CONEJO AVENUE UNDERCROSSING TO GRANTLAND AVENUE UNDERCROSSING
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Benicia, CA 95122
Resident Engineer: Cary Cruz Structure Rep.: Daniel Chapa
DIME Sample ID: 2020-07-30-16
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: 07/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2020
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:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Reichhold
DIME Test ID: 2020-07-30-16-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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)
|
8.9
|
DIME Test ID: 2020-07-30-16-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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: 2020-07-30-16-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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
|
46.5
|
DIME Test ID: 2020-07-30-16-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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
|
0.254 in
|
|
Sample 1 Ultimate strength
|
3241.4 psi
|
|
Sample 1 Thickness
|
0.481 in
|
|
Sample 1 Area
|
0.1222 in^2
|
|
Sample 1 Ultimate Strength Actual
|
396.1 lbs
|
|
Sample 1 percent elongation
|
44 %
|
|
Sample 1 Time
|
3 MM:SS
|
|
Sample 2 Width
|
0.27 in
|
|
Sample 2 Thickness
|
0.481 in
|
|
Sample 2 Area
|
0.1299 in^2
|
|
Sample 2 Ultimate strength
|
3156.3 psi
|
|
Sample 2 Ultimate Strength Actual
|
410 lbs
|
|
Sample 2 percent elongation
|
52.2 %
|
|
Sample 2 Time
|
4 MM:SS
|
|
Sample 3 Width
|
0.245 in
|
|
Sample 3 Thickness
|
0.481 in
|
|
Sample 3 Area
|
0.1178 in^2
|
|
Sample 3 Ultimate strength
|
3361.6 psi
|
|
Sample 3 Ultimate Strength Actual
|
396 lbs
|
|
Sample 3 percent elongation
|
62.4 %
|
|
Sample 3 Time
|
4 MM:SS
|
|
Sample 4 Width
|
0.248 in
|
|
Sample 4 Thickness
|
0.481 in
|
|
Sample 4 Area
|
0.1193 in^2
|
|
Sample 4 Ultimate strength
|
3307.6 psi
|
|
Sample 4 Ultimate Strength Actual
|
394.6 lbs
|
|
Sample 4 percent elongation
|
61.4 %
|
|
Sample 4 Time
|
4 MM:SS
|
|
Sample 5 Width
|
0.25 in
|
|
Sample 5 Thickness
|
0.481 in
|
|
Sample 5 Area
|
0.1203 in^2
|
|
Sample 5 Ultimate strength
|
2996.7 psi
|
|
Sample 5 Ultimate Strength Actual
|
360.5 lbs
|
|
Sample 5 percent elongation
|
47.1 %
|
|
Sample 5 Time
|
3 MM:SS
|
|
Sample 6 Width
|
0.239 in
|
|
Sample 6 Thickness
|
0.481 in
|
|
Sample 6 Area
|
0.115 in^2
|
|
Sample 6 Ultimate strength
|
3120.9 psi
|
|
Sample 6 Ultimate Strength Actual
|
358.9 lbs
|
|
Sample 6 percent elongation
|
55 %
|
|
Sample 6 Time
|
3 MM:SS
|
|
Ultimate Strength Average
|
3197 psi
|
|
Percent Elongation Average
|
54 %
|
DIME Test ID: 2020-07-30-16-5
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: 10/19/2020
Date Tested: 10/19/2020
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
|
874 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
|
437 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
848 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
|
424 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
950 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
|
475 psi
|
DIME Test ID: 2020-07-30-16-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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
|
155 mm
|
|
Room Temperature
|
71.9 f
|
|
Tare weight
|
0 grams
|
|
Initial weight
|
100.4 grams
|
|
Weight at 5 minutes
|
100.3 grams
|
|
Weight at 10 minutes
|
100.2 grams
|
|
Weight at 15 minutes
|
100.1 grams
|
|
Weight at 20 minutes
|
100.1 grams
|
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Weight at 25 minutes
|
100 grams
|
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Weight at 30 minutes
|
100 grams
|
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Final weight
|
100 grams
|
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Total weight loss
|
0.4 grams
|
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Calculated radius of gallon can lid in cm
|
7.75 cm
|
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Lid Factor
|
52.996 m^2
|
|
Volatile emission
|
21.198 grams/m^2
|
