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Sample Record for 2019-06-10-1

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Project Information

Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96,263-103.1/103.6,56.8/57.2
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullevan

Sample Information

DIME Sample ID: 2019-06-10-1
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: 06/10/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2019
The quantity of what the sample constitutes: 36 totes
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): 1188511
Batch number: 1188511
Mix number: 1188511

Test Results

Test 1 of 6

DIME Test ID: 2019-06-10-1-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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: 2019-06-10-1-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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 114

Test 3 of 6

DIME Test ID: 2019-06-10-1-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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 44.9

Test 4 of 6

DIME Test ID: 2019-06-10-1-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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: Accepted suppliers test results
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 0.485 in
Sample 1 Ultimate strength 3384.6 psi
Sample 1 Thickness 0.244 in
Sample 1 Area 0.1183 in^2
Sample 1 Ultimate Strength Actual 400.4 lbs
Sample 1 percent elongation 67.1 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.484 in
Sample 2 Thickness 0.244 in
Sample 2 Area 0.1181 in^2
Sample 2 Ultimate strength 3329.4 psi
Sample 2 Ultimate Strength Actual 393.2 lbs
Sample 2 percent elongation 66.1 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.484 in
Sample 3 Thickness 0.244 in
Sample 3 Area 0.1181 in^2
Sample 3 Ultimate strength 3474.2 psi
Sample 3 Ultimate Strength Actual 410.3 lbs
Sample 3 percent elongation 69.6 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.247 in
Sample 4 Area 0.1198 in^2
Sample 4 Ultimate strength 3481.6 psi
Sample 4 Ultimate Strength Actual 417.1 lbs
Sample 4 percent elongation 68.2 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.484 in
Sample 5 Thickness 0.247 in
Sample 5 Area 0.1195 in^2
Sample 5 Ultimate strength 3413.4 psi
Sample 5 Ultimate Strength Actual 407.9 lbs
Sample 5 percent elongation 67.2 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.485 in
Sample 6 Thickness 0.244 in
Sample 6 Area 0.1183 in^2
Sample 6 Ultimate strength 3601 psi
Sample 6 Ultimate Strength Actual 426 lbs
Sample 6 percent elongation 69.8 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3447 psi
Percent Elongation Average 68 %

Test 5 of 6

DIME Test ID: 2019-06-10-1-5
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: 07/01/2019
Date Tested: 07/01/2019
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 1387 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 1 693.5 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1126 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 2 563 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1363 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 3 681.5 psi

Test 6 of 6

DIME Test ID: 2019-06-10-1-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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 154.9 mm
Room Temperature 69.6 f
Tare weight 0 grams
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 99.6 grams
Weight at 25 minutes 99.5 grams
Weight at 30 minutes 99.4 grams
Final weight 99.4 grams
Total weight loss 0.6 grams
Calculated radius of gallon can lid in cm 7.745 cm
Lid Factor 53.106 m^2
Volatile emission 31.86 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.