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Sample Record for 2020-05-26-10


Project Information

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
Resident Engineer: Structure Rep.: ,

Sample Information

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:

Material Information

Mfg. Lot Number(s): 1254562
Batch number: 1254562
Mix number: 1254562

Test Results

Test 1 of 6

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 Blvd
Test General Comments:
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.91

Test Results

Test 2 of 6

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 Blvd
Test General Comments:
Additional Comments When Verified:
Viscosity 102

Test Results

Test 3 of 6

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 Blvd
Test General Comments:
Additional Comments When Verified:
Mean of two volatile content determination 46

Test Results

Test 4 of 6

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 Blvd
Test General Comments:
Additional Comments When Verified:
Conditioning procedure 18/25/50+5/70
Number of specimens tested 6
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 %

Test Results

Test 5 of 6

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 Blvd
Test General Comments:
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

Test Results

Test 6 of 6

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 Blvd
Test General Comments:
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
Weight at 30 minutes 99.02 grams
Final weight 99.02 grams
Total weight loss 0.98 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 52.682 grams/m^2