Print Report | Back to Sample Detail

Sample Record for 2021-10-11-5

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215516 DEA: 042Q0604 EFIS: 0418000414 QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-17,101,237,280,880-var
Work Description: PLACE POLYESTER CONCRETE OVERLAY, PLACE HMA, AND REPLACE ACCESS DOORS.
Location Description: SANTA CLARA COUNTY AT VARIOUS LOCATIONS
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Rodelio Baluyot Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-11-5
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: 10/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2021
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): 1361245
Batch number: 1361245
Mix number: 1361245
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2021-10-11-5-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/29/2021
Date Tested: 10/29/2021
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) 227-5716
General Comments for this Test: Accepted Based On Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 120

Test 2 of 6

DIME Test ID: 2021-10-11-5-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/29/2021
Date Tested: 10/29/2021
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) 227-5716
General Comments for this Test: Accepted Based On Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Test 3 of 6

DIME Test ID: 2021-10-11-5-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/29/2021
Date Tested: 10/29/2021
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) 227-5716
General Comments for this Test: Accepted Based On Supplier 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 0.486 in
Sample 1 Ultimate strength 2573.1 psi
Sample 1 Thickness 0.245 in
Sample 1 Area 0.1191 in^2
Sample 1 Ultimate Strength Actual 306.46 lbs
Sample 1 percent elongation 54.99 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.242 in
Sample 2 Area 0.1176 in^2
Sample 2 Ultimate strength 2693.9 psi
Sample 2 Ultimate Strength Actual 316.8 lbs
Sample 2 percent elongation 54.07 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.241 in
Sample 3 Area 0.1171 in^2
Sample 3 Ultimate strength 2865.3 psi
Sample 3 Ultimate Strength Actual 335.53 lbs
Sample 3 percent elongation 62.14 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.24 in
Sample 4 Area 0.1169 in^2
Sample 4 Ultimate strength 2816.4 psi
Sample 4 Ultimate Strength Actual 329.24 lbs
Sample 4 percent elongation 61.23 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.484 in
Sample 5 Thickness 0.249 in
Sample 5 Area 0.1205 in^2
Sample 5 Ultimate strength 2880.3 psi
Sample 5 Ultimate Strength Actual 347.08 lbs
Sample 5 percent elongation 62.09 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.246 in
Sample 6 Area 0.1196 in^2
Sample 6 Ultimate strength 2796.6 psi
Sample 6 Ultimate Strength Actual 334.47 lbs
Sample 6 percent elongation 45.05 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2771 psi
Percent Elongation Average 57 %

Test 4 of 6

DIME Test ID: 2021-10-11-5-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/29/2021
Date Tested: 10/29/2021
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) 227-5716
General Comments for this Test: Accepted Based On Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46

Test 5 of 6

DIME Test ID: 2021-10-11-5-5
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: 10/29/2021
Date Tested: 10/29/2021
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) 227-5716
General Comments for this Test: Accepted Based On Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1638.52 lb
Span length for Sample 1 9 in
Break location for Sample 1 PCC
Specimen defects/notes for Sample 1 no data
Surface type for Sample 1 SSD
Modulus of rupture (R) for Sample 1 819.26 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1619.89 lb
Span length for Sample 2 9 in
Break location for Sample 2 PCC
Specimen defects/notes for Sample 2 no data
Surface type for Sample 2 SSD
Modulus of rupture (R) for Sample 2 809.945 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1476.05 lb
Span length for Sample 3 9 in
Break location for Sample 3 PCC
Specimen defects/notes for Sample 3 no data
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 738.025 psi

Test 6 of 6

DIME Test ID: 2021-10-11-5-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/29/2021
Date Tested: 10/29/2021
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) 227-5716
General Comments for this Test: Accepted Based On Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 75 f
Tare weight no data0 grams
Initial weight 100 grams
Weight at 5 minutes 99.948 grams
Weight at 10 minutes 99.892 grams
Weight at 15 minutes 99.836 grams
Weight at 20 minutes 99.779 grams
Weight at 25 minutes 99.724 grams
Weight at 30 minutes 99.671 grams
Final weight 99.67 grams
Total weight loss 0.33 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 17.74 grams/m^2