Print Report | Back to Sample Detail

Sample Record for 2022-01-06-16

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

Project Information

Project ID: 215518 DEA: 074W7704 EFIS: 0719000274 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-R0.6/R29.4
Work Description: METHATCRYLATE DECK, REPLACE JOINT SEAL, POLYESTER CONCRETE OVERLAY.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ROUTE 60/5 SEPARATION TO GAREY AVENUE UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-01-06-16
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: 01/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/06/2022
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): 1379805
Batch number: 1379805
Mix number: 1379805
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-01-06-16-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 01/25/2022
Date Tested: 01/19/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 100.5

Test 2 of 6

DIME Test ID: 2022-01-06-16-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 01/25/2022
Date Tested: 01/19/2022
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:
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: 2022-01-06-16-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 01/25/2022
Date Tested: 01/25/2022
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 vendor's 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 3554.4 psi
Sample 1 Thickness 0.248 in
Sample 1 Area 0.1205 in^2
Sample 1 Ultimate Strength Actual 428.3 lbs
Sample 1 percent elongation 63.22 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.247 in
Sample 2 Area 0.12 in^2
Sample 2 Ultimate strength 3458.3 psi
Sample 2 Ultimate Strength Actual 415 lbs
Sample 2 percent elongation 53.86 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.253 in
Sample 3 Area 0.123 in^2
Sample 3 Ultimate strength 3461.8 psi
Sample 3 Ultimate Strength Actual 425.8 lbs
Sample 3 percent elongation 41.37 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.259 in
Sample 4 Area 0.1259 in^2
Sample 4 Ultimate strength 3426.5 psi
Sample 4 Ultimate Strength Actual 431.4 lbs
Sample 4 percent elongation 53.8 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.258 in
Sample 5 Area 0.1254 in^2
Sample 5 Ultimate strength 3421.9 psi
Sample 5 Ultimate Strength Actual 429.1 lbs
Sample 5 percent elongation 47.63 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.253 in
Sample 6 Area 0.123 in^2
Sample 6 Ultimate strength 3408.9 psi
Sample 6 Ultimate Strength Actual 419.3 lbs
Sample 6 percent elongation 38.26 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3455 psi
Percent Elongation Average 50 %

Test 4 of 6

DIME Test ID: 2022-01-06-16-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 01/25/2022
Date Tested: 01/19/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.7

Test 5 of 6

DIME Test ID: 2022-01-06-16-5
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: 01/25/2022
Date Tested: 01/11/2022
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 vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1242 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 1 621 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1348.4 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 2 674.2 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1535.6 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 3 767.8 psi

Test 6 of 6

DIME Test ID: 2022-01-06-16-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 01/25/2022
Date Tested: 01/11/2022
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 vendor'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 99.934 grams
Weight at 10 minutes 99.871 grams
Weight at 15 minutes 99.778 grams
Weight at 20 minutes 99.708 grams
Weight at 25 minutes 99.649 grams
Weight at 30 minutes 99.581 grams
Final weight 99.58 grams
Total weight loss 0.42 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 22.578 grams/m^2