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Sample Record for 2019-06-19-2

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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, Long Beach, CA 90802
Resident Engineer: Structure Rep.:

Sample Information

DIME Sample ID: 2019-06-19-2
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: 06/19/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2019
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 and Reichhold

Material Information

Mfg. Lot Number(s): 1190315
Batch number: 1190315
Mix number: 1190315

Test Results

Test 1 of 6

DIME Test ID: 2019-06-19-2-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/02/2019
Date Tested: 07/02/2019
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Test 2 of 6

DIME Test ID: 2019-06-19-2-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/02/2019
Date Tested: 07/02/2019
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 96.5

Test 3 of 6

DIME Test ID: 2019-06-19-2-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/02/2019
Date Tested: 07/02/2019
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.33

Test 4 of 6

DIME Test ID: 2019-06-19-2-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/02/2019
Date Tested: 07/02/2019
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
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 0.493 in
Sample 1 Ultimate strength 2315.1 psi
Sample 1 Thickness 0.249 in
Sample 1 Area 0.1228 in^2
Sample 1 Ultimate Strength Actual 284.3 lbs
Sample 1 percent elongation 51 %
Sample 1 Time 4 MM:SS
Sample 2 Width 0.493 in
Sample 2 Thickness 0.25 in
Sample 2 Area 0.1233 in^2
Sample 2 Ultimate strength 2368.2 psi
Sample 2 Ultimate Strength Actual 292 lbs
Sample 2 percent elongation 43.5 %
Sample 2 Time 3 MM:SS
Sample 3 Width 0.493 in
Sample 3 Thickness 0.25 in
Sample 3 Area 0.1233 in^2
Sample 3 Ultimate strength 2463.9 psi
Sample 3 Ultimate Strength Actual 303.8 lbs
Sample 3 percent elongation 56.7 %
Sample 3 Time 4 MM:SS
Sample 4 Width 0.493 in
Sample 4 Thickness 0.249 in
Sample 4 Area 0.1228 in^2
Sample 4 Ultimate strength 2693 psi
Sample 4 Ultimate Strength Actual 330.7 lbs
Sample 4 percent elongation 57.3 %
Sample 4 Time 4 MM:SS
Sample 5 Width 0.494 in
Sample 5 Thickness 0.248 in
Sample 5 Area 0.1225 in^2
Sample 5 Ultimate strength 2650.6 psi
Sample 5 Ultimate Strength Actual 324.7 lbs
Sample 5 percent elongation 52.9 %
Sample 5 Time 4 MM:SS
Sample 6 Width 0.492 in
Sample 6 Thickness 0.249 in
Sample 6 Area 0.1225 in^2
Sample 6 Ultimate strength 2671 psi
Sample 6 Ultimate Strength Actual 327.2 lbs
Sample 6 percent elongation 53 %
Sample 6 Time 4 MM:SS
Ultimate Strength Average 2527 psi
Percent Elongation Average 52 %

Test 5 of 6

DIME Test ID: 2019-06-19-2-5
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: 07/02/2019
Date Tested: 07/02/2019
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
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 1175 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 1 587.5 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1061 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 2 530.5 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1123 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 3 561.5 psi

Test 6 of 6

DIME Test ID: 2019-06-19-2-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/02/2019
Date Tested: 07/02/2019
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 154.8 mm
Room Temperature 72.4 f
Tare weight no data
Initial weight 100 grams
Weight at 5 minutes 99.9 grams
Weight at 10 minutes 99.8 grams
Weight at 15 minutes 99.7 grams
Weight at 20 minutes 99.7 grams
Weight at 25 minutes 99.6 grams
Weight at 30 minutes 99.6 grams
Final weight 99.6 grams
Total weight loss 0.4 grams
Calculated radius of gallon can lid in cm 7.74 cm
Lid Factor 53.134 m^2
Volatile emission 21.254 grams/m^2

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.