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Sample Record for 2019-06-13-2

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Project Information

Project ID: 212185 DEA: 024G5204 EFIS: 0214000022 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R28.0 - R29.2
Work Description: PIT RIVER BRIDGE DECK & CATWALK REHABILITATION
Location Description: SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE FROM 0.2 MILE SOUTH TO 0.9 MILE NORTH OF PIT RIVER BRIDGE OVERHEAD
Contractor Name: GOLDEN STATE BRIDGE, INC.
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Tofael Anwar Structure Rep.: Andrew Osullivan

Sample Information

DIME Sample ID: 2019-06-13-2
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: 06/13/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2019
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 Polymers and Reichhold

Material Information

Mfg. Lot Number(s): 1188461
Batch number: 1188461
Mix number: 1188461

Test Results

Test 1 of 6

DIME Test ID: 2019-06-13-2-1
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: 2019-06-13-2-2
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 100

Test 3 of 6

DIME Test ID: 2019-06-13-2-3
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 46.9

Test 4 of 6

DIME Test ID: 2019-06-13-2-4
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:
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 0.492 in
Sample 1 Ultimate strength 2610.5 psi
Sample 1 Thickness 0.239 in
Sample 1 Area 0.1176 in^2
Sample 1 Ultimate Strength Actual 307 lbs
Sample 1 percent elongation 40.4 %
Sample 1 Time 3 MM:SS
Sample 2 Width 0.492 in
Sample 2 Thickness 0.247 in
Sample 2 Area 0.1215 in^2
Sample 2 Ultimate strength 2740.7 psi
Sample 2 Ultimate Strength Actual 333 lbs
Sample 2 percent elongation 49.4 %
Sample 2 Time 3 MM:SS
Sample 3 Width 0.492 in
Sample 3 Thickness 0.251 in
Sample 3 Area 0.1235 in^2
Sample 3 Ultimate strength 0 psi
Sample 3 Ultimate Strength Actual 0 lbs
Sample 3 percent elongation 0 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.492 in
Sample 4 Thickness 0.252 in
Sample 4 Area 0.124 in^2
Sample 4 Ultimate strength 2791.1 psi
Sample 4 Ultimate Strength Actual 346.1 lbs
Sample 4 percent elongation 52.5 %
Sample 4 Time 4 MM:SS
Sample 5 Width 0.492 in
Sample 5 Thickness 0.245 in
Sample 5 Area 0.1205 in^2
Sample 5 Ultimate strength 2782.6 psi
Sample 5 Ultimate Strength Actual 335.3 lbs
Sample 5 percent elongation 53.1 %
Sample 5 Time 3 MM:SS
Sample 6 Width 0.492 in
Sample 6 Thickness 0.252 in
Sample 6 Area 0.124 in^2
Sample 6 Ultimate strength 2709.7 psi
Sample 6 Ultimate Strength Actual 336 lbs
Sample 6 percent elongation 53.6 %
Sample 6 Time 3 MM:SS
Ultimate Strength Average 2272 psi
Percent Elongation Average 42 %

Test 5 of 6

DIME Test ID: 2019-06-13-2-5
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: 07/01/2019
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 1194 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 1 597 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1228 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 2 614 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1252 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 3 626 psi

Test 6 of 6

DIME Test ID: 2019-06-13-2-6
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 70.3 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 99.7 grams
Weight at 25 minutes 99.6 grams
Weight at 30 minutes 99.5 grams
Final weight 99.5 grams
Total weight loss 0.5 grams
Calculated radius of gallon can lid in cm 7.745 cm
Lid Factor 53.1 m^2
Volatile emission 26.55 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.