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Sample Record for 2021-11-12-2

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Project Information

Project ID: 215577 DEA: 060Y6904 EFIS: 0619000207 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,TUL-41,99,168,180,198-Var
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE DECK.
Location Description: FRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORP OF CALIFORNIA INC
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: Fernando de Alba Structure Rep.: Peter Moua

Sample Information

DIME Sample ID: 2021-11-12-2
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: 11/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/12/2021
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 Polynt

Material Information

Mfg. Lot Number(s): 1369854
Batch number: 1369854
Mix number: 1369854

Test Results

Test 1 of 6

DIME Test ID: 2021-11-12-2-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 11/19/2021
Date Tested: 11/18/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@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) 9.16

Test 2 of 6

DIME Test ID: 2021-11-12-2-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 11/19/2021
Date Tested: 11/18/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 96

Test 3 of 6

DIME Test ID: 2021-11-12-2-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 11/19/2021
Date Tested: 11/18/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@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 46.5

Test 4 of 6

DIME Test ID: 2021-11-12-2-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 11/19/2021
Date Tested: 11/15/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 5
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.487 in
Sample 1 Ultimate strength 3489.2 psi
Sample 1 Thickness 0.248 in
Sample 1 Area 0.1208 in^2
Sample 1 Ultimate Strength Actual 421.5 lbs
Sample 1 percent elongation 63.15 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.25 in
Sample 2 Area 0.1218 in^2
Sample 2 Ultimate strength 3437.6 psi
Sample 2 Ultimate Strength Actual 418.7 lbs
Sample 2 percent elongation 60.57 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.247 in
Sample 3 Area 0.12 in^2
Sample 3 Ultimate strength 3469.2 psi
Sample 3 Ultimate Strength Actual 416.3 lbs
Sample 3 percent elongation 63.54 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.245 in
Sample 4 Area 0.1191 in^2
Sample 4 Ultimate strength 3442.5 psi
Sample 4 Ultimate Strength Actual 410 lbs
Sample 4 percent elongation 60.61 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.253 in
Sample 5 Area 0.123 in^2
Sample 5 Ultimate strength 3530.1 psi
Sample 5 Ultimate Strength Actual 434.2 lbs
Sample 5 percent elongation 65.61 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3474 psi
Percent Elongation Average 63 %

Test 5 of 6

DIME Test ID: 2021-11-12-2-5
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: 11/19/2021
Date Tested: 11/15/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1080 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 1 540 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1234 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 2 617 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1250 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 3 625 psi

Test 6 of 6

DIME Test ID: 2021-11-12-2-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 11/19/2021
Date Tested: 11/13/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 75 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.944 grams
Weight at 10 minutes 99.887 grams
Weight at 15 minutes 99.829 grams
Weight at 20 minutes 99.769 grams
Weight at 25 minutes 99.713 grams
Weight at 30 minutes 99.66 grams
Final weight 99.66 grams
Total weight loss 0.34 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 18.277 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.