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Sample Record for 2019-07-09-4

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Project Information

Project ID: 214084 DEA: 040P3104 EFIS: 0417000425 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12,37,80,680,780-VAR
Work Description: TREAT BRIDGE DECKS WITH METHACRYLATE AND REPAIR APPROACH SLABS.
Location Description: SOLANO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Meyers and Sons Construction
Contractor Address: 4600 Northgate Blvd., Sacramento, CA 95836
Resident Engineer: Fernando Dos Santos Structure Rep.: Dante Padiernos

Sample Information

DIME Sample ID: 2019-07-09-4
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: 07/09/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/09/2019
The quantity of what the sample constitutes: 8 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): 1192955
Batch number: 1192955
Mix number: 1192955

Test Results

Test 1 of 6

DIME Test ID: 2019-07-09-4-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/18/2019
Date Tested: 07/17/2019
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:
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.9

Test 2 of 6

DIME Test ID: 2019-07-09-4-3
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/18/2019
Date Tested: 07/17/2019
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 94

Test 3 of 6

DIME Test ID: 2019-07-09-4-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/18/2019
Date Tested: 07/17/2019
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

Test 4 of 6

DIME Test ID: 2019-07-09-4-5
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/18/2019
Date Tested: 07/17/2019
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 3702.2 psi
Sample 1 Thickness 0.25 in
Sample 1 Area 0.1213 in^2
Sample 1 Ultimate Strength Actual 449.08 lbs
Sample 1 percent elongation 73.88 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.245 in
Sample 2 Area 0.1193 in^2
Sample 2 Ultimate strength 3514.7 psi
Sample 2 Ultimate Strength Actual 419.3 lbs
Sample 2 percent elongation 140 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.245 in
Sample 3 Area 0.1188 in^2
Sample 3 Ultimate strength 3464.6 psi
Sample 3 Ultimate Strength Actual 411.6 lbs
Sample 3 percent elongation 69.13 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.243 in
Sample 4 Area 0.1179 in^2
Sample 4 Ultimate strength 3362.9 psi
Sample 4 Ultimate Strength Actual 396.487 lbs
Sample 4 percent elongation 60.85 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.485 in
Sample 5 Thickness 0.249 in
Sample 5 Area 0.1208 in^2
Sample 5 Ultimate strength 3525.7 psi
Sample 5 Ultimate Strength Actual 425.9 lbs
Sample 5 percent elongation 68.54 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.485 in
Sample 6 Thickness 0.248 in
Sample 6 Area 0.1203 in^2
Sample 6 Ultimate strength 3561.1 psi
Sample 6 Ultimate Strength Actual 428.4 lbs
Sample 6 percent elongation 67.54 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3522 psi
Percent Elongation Average 80 %

Test 5 of 6

DIME Test ID: 2019-07-09-4-6
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: 07/18/2019
Date Tested: 07/17/2019
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:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1298 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 1 649 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1144 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 2 572 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1093 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 3 546.5 psi

Test 6 of 6

DIME Test ID: 2019-07-09-4-7
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/18/2019
Date Tested: 07/17/2019
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 71.4 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 99.6 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 53.065 m^2
Volatile emission 26.533 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.