Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215773 DEA: 010F5004 EFIS: 0116000014
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM,HUM-29,36,211-VAR
Work Description: 4 BRIDGES DECK PRESERVATION.
Location Description: LAKE AND HUMBOLDT COUNTIES AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court Suite D, Benicia, CA 94510
Resident Engineer: Tai Morgan-Marbet Structure Rep.: Mike McCracken
DIME Sample ID: 2021-08-31-29
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: 08/31/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2021
The quantity of what the sample constitutes: 60 Drums
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
DIME Test ID: 2021-08-31-29-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/17/2021
Date Tested: 09/17/2021
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: 2021-08-31-29-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/17/2021
Date Tested: 09/17/2021
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 Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens tested
|
5
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.5 in
|
|
Sample 1 Ultimate strength
|
2622.8 psi
|
|
Sample 1 Thickness
|
0.257 in
|
|
Sample 1 Area
|
0.1285 in^2
|
|
Sample 1 Ultimate Strength Actual
|
337.03 lbs
|
|
Sample 1 percent elongation
|
62.9 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.45 in
|
|
Sample 2 Thickness
|
0.254 in
|
|
Sample 2 Area
|
0.1143 in^2
|
|
Sample 2 Ultimate strength
|
2542.2 psi
|
|
Sample 2 Ultimate Strength Actual
|
290.573 lbs
|
|
Sample 2 percent elongation
|
49.5 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.5 in
|
|
Sample 3 Thickness
|
0.253 in
|
|
Sample 3 Area
|
0.1265 in^2
|
|
Sample 3 Ultimate strength
|
2631.8 psi
|
|
Sample 3 Ultimate Strength Actual
|
332.923 lbs
|
|
Sample 3 percent elongation
|
62.1 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.253 in
|
|
Sample 4 Thickness
|
0.5 in
|
|
Sample 4 Area
|
0.1265 in^2
|
|
Sample 4 Ultimate strength
|
2966.5 psi
|
|
Sample 4 Ultimate Strength Actual
|
375.262 lbs
|
|
Sample 4 percent elongation
|
67.5 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.25 in
|
|
Sample 5 Thickness
|
0.5 in
|
|
Sample 5 Area
|
0.125 in^2
|
|
Sample 5 Ultimate strength
|
2549.4 psi
|
|
Sample 5 Ultimate Strength Actual
|
318.675 lbs
|
|
Sample 5 percent elongation
|
54.5 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
2663 psi
|
|
Percent Elongation Average
|
59 %
|
DIME Test ID: 2021-08-31-29-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/17/2021
Date Tested: 09/17/2021
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 Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
45.8
|
DIME Test ID: 2021-08-31-29-5
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: 09/17/2021
Date Tested: 09/17/2021
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 Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1685.23 lb
|
|
Span length for Sample 1
|
9 in
|
|
Break location for Sample 1
|
PCC
|
|
Specimen defects/notes for Sample 1
|
no data
|
|
Surface type for Sample 1
|
SSD
|
|
Modulus of rupture (R) for Sample 1
|
842.615 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1377.28 lb
|
|
Span length for Sample 2
|
9 in
|
|
Break location for Sample 2
|
PCC
|
|
Specimen defects/notes for Sample 2
|
no data
|
|
Surface type for Sample 2
|
SSD
|
|
Modulus of rupture (R) for Sample 2
|
688.64 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1351.49 lb
|
|
Span length for Sample 3
|
9 in
|
|
Break location for Sample 3
|
PCC
|
|
Specimen defects/notes for Sample 3
|
no data
|
|
Surface type for Sample 3
|
SSD
|
|
Modulus of rupture (R) for Sample 3
|
675.745 psi
|
DIME Test ID: 2021-08-31-29-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/17/2021
Date Tested: 09/17/2021
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 Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
75 f
|
|
Tare weight
|
0 grams
|
|
Initial weight
|
100 grams
|
|
Weight at 5 minutes
|
99.911 grams
|
|
Weight at 10 minutes
|
99.825 grams
|
|
Weight at 15 minutes
|
99.745 grams
|
|
Weight at 20 minutes
|
99.652 grams
|
|
Weight at 25 minutes
|
99.561 grams
|
|
Weight at 30 minutes
|
99.483 grams
|
|
Final weight
|
99.48 grams
|
|
Total weight loss
|
0.52 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
27.954 grams/m^2
|
DIME Test ID: 2021-08-31-29-7
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/17/2021
Date Tested: 09/17/2021
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)
|
8.9964
|
