Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0-9.4
Work Description: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location Description: Port of Long Beach (District 7)
Contractor Name: Shimmick/FCC/Impregilo (SFI) JV
Contractor Address: 11 Golden Shore, Suite 330, Long Beach, CA 90802
Resident Engineer: Structure Rep.:
DIME Sample ID: 2020-05-26-10
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: 05/26/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/26/2020
The quantity of what the sample constitutes: 10 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: 2020-05-26-10-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 06/11/2020
Date Tested: 06/11/2020
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)
|
8.91
|
DIME Test ID: 2020-05-26-10-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 06/11/2020
Date Tested: 06/11/2020
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: 2020-05-26-10-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 06/11/2020
Date Tested: 06/11/2020
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
|
DIME Test ID: 2020-05-26-10-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/11/2020
Date Tested: 06/11/2020
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
|
0.488 in
|
|
Sample 1 Ultimate strength
|
2919 psi
|
|
Sample 1 Thickness
|
0.265 in
|
|
Sample 1 Area
|
0.1293 in^2
|
|
Sample 1 Ultimate Strength Actual
|
377.5 lbs
|
|
Sample 1 percent elongation
|
62.03 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.487 in
|
|
Sample 2 Thickness
|
0.262 in
|
|
Sample 2 Area
|
0.1276 in^2
|
|
Sample 2 Ultimate strength
|
3136 psi
|
|
Sample 2 Ultimate Strength Actual
|
400.1 lbs
|
|
Sample 2 percent elongation
|
66.47 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.487 in
|
|
Sample 3 Thickness
|
0.265 in
|
|
Sample 3 Area
|
0.1291 in^2
|
|
Sample 3 Ultimate strength
|
3045 psi
|
|
Sample 3 Ultimate Strength Actual
|
393.1 lbs
|
|
Sample 3 percent elongation
|
63.05 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.265 in
|
|
Sample 4 Thickness
|
0.487 in
|
|
Sample 4 Area
|
0.1291 in^2
|
|
Sample 4 Ultimate strength
|
3049 psi
|
|
Sample 4 Ultimate Strength Actual
|
393.5 lbs
|
|
Sample 4 percent elongation
|
62.88 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.27 in
|
|
Sample 5 Thickness
|
0.487 in
|
|
Sample 5 Area
|
0.1315 in^2
|
|
Sample 5 Ultimate strength
|
2931 psi
|
|
Sample 5 Ultimate Strength Actual
|
385.5 lbs
|
|
Sample 5 percent elongation
|
60.54 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Sample 6 Width
|
0.265 in
|
|
Sample 6 Thickness
|
0.486 in
|
|
Sample 6 Area
|
0.1288 in^2
|
|
Sample 6 Ultimate strength
|
3027 psi
|
|
Sample 6 Ultimate Strength Actual
|
389.9 lbs
|
|
Sample 6 percent elongation
|
62.06 %
|
|
Sample 6 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3018 psi
|
|
Percent Elongation Average
|
63 %
|
DIME Test ID: 2020-05-26-10-5
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: 06/11/2020
Date Tested: 06/11/2020
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
|
1588 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
|
794 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1596 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
|
798 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1626 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
|
813 psi
|
DIME Test ID: 2020-05-26-10-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 06/11/2020
Date Tested: 06/11/2020
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
|
153.9 mm
|
|
Room Temperature
|
77 f
|
|
Tare weight
|
0 grams
|
|
Initial weight
|
100 grams
|
|
Weight at 5 minutes
|
99.83 grams
|
|
Weight at 10 minutes
|
99.65 grams
|
|
Weight at 15 minutes
|
99.5 grams
|
|
Weight at 20 minutes
|
99.35 grams
|
|
Weight at 25 minutes
|
99.21 grams
|
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Weight at 30 minutes
|
99.02 grams
|
|
Final weight
|
99.02 grams
|
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Total weight loss
|
0.98 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
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Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
52.682 grams/m^2
|
