Print Report | Back to Sample Detail

Sample Record for 2021-08-09-9

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

Project Information

Project ID: 215444 DEA: 081H9314 EFIS: 0818000104 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,RIV-71-R0.0/R8.5,R0.0/R2.9
Work Description: SLAB REPLACEMENT (RSC) AND FURNISHED POLYESTER CONCRETE OVERLAY.
Location Description: SAN BERNARDINO AND RIVERSIDE COUNTIES IN AND NEAR CHINO AND CHINO HILLS FROM LOS ANGELES COUNTY LINE TO 0.2 MILE SOUTH OF SANTA ANA RIVER BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-09-9
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: 08/09/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2021
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): 1350314
Batch number: 1350314
Mix number: 1350314

Test Results

Test 1 of 6

DIME Test ID: 2021-08-09-9-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/26/2021
Date Tested: 08/23/2021
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: 2021-08-09-9-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/26/2021
Date Tested: 08/23/2021
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 104

Test 3 of 6

DIME Test ID: 2021-08-09-9-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/26/2021
Date Tested: 08/23/2021
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 45.18

Test 4 of 6

DIME Test ID: 2021-08-09-9-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/26/2021
Date Tested: 08/24/2021
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 0.479 in
Sample 1 Ultimate strength 2957.3 psi
Sample 1 Thickness 0.264 in
Sample 1 Area 0.1265 in^2
Sample 1 Ultimate Strength Actual 374.1 lbs
Sample 1 percent elongation 57.5 %
Sample 1 Time 4 MM:SS
Sample 2 Width 0.479 in
Sample 2 Thickness 0.247 in
Sample 2 Area 0.1183 in^2
Sample 2 Ultimate strength 2820.8 psi
Sample 2 Ultimate Strength Actual 333.7 lbs
Sample 2 percent elongation 37.7 %
Sample 2 Time 2 MM:SS
Sample 3 Width 0.479 in
Sample 3 Thickness 0.257 in
Sample 3 Area 0.1231 in^2
Sample 3 Ultimate strength 3084.5 psi
Sample 3 Ultimate Strength Actual 379.7 lbs
Sample 3 percent elongation 60.1 %
Sample 3 Time 4 MM:SS
Sample 4 Width 0.48 in
Sample 4 Thickness 0.244 in
Sample 4 Area 0.1171 in^2
Sample 4 Ultimate strength 3027.3 psi
Sample 4 Ultimate Strength Actual 354.5 lbs
Sample 4 percent elongation 51.2 %
Sample 4 Time 3 MM:SS
Sample 5 Width 0.48 in
Sample 5 Thickness 0.24 in
Sample 5 Area 0.1152 in^2
Sample 5 Ultimate strength 2996.5 psi
Sample 5 Ultimate Strength Actual 345.2 lbs
Sample 5 percent elongation 49.2 %
Sample 5 Time 3 MM:SS
Sample 6 Width 0.48 in
Sample 6 Thickness 0.266 in
Sample 6 Area 0.1277 in^2
Sample 6 Ultimate strength 2906.8 psi
Sample 6 Ultimate Strength Actual 371.2 lbs
Sample 6 percent elongation 43.8 %
Sample 6 Time 2 MM:SS
Ultimate Strength Average 2966 psi
Percent Elongation Average 50 %

Test 5 of 6

DIME Test ID: 2021-08-09-9-5
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: 08/26/2021
Date Tested: 08/10/2021
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 based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1578 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 1 789 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1560 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 2 780 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1646 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 3 823 psi

Test 6 of 6

DIME Test ID: 2021-08-09-9-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 08/26/2021
Date Tested: 08/25/2021
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 154.78 mm
Room Temperature 73 f
Tare weight 0 grams
Initial weight 100.11 grams
Weight at 5 minutes 100.04 grams
Weight at 10 minutes 99.97 grams
Weight at 15 minutes 99.9 grams
Weight at 20 minutes 99.83 grams
Weight at 25 minutes 99.76 grams
Weight at 30 minutes 99.69 grams
Final weight 99.69 grams
Total weight loss 0.42 grams
Calculated radius of gallon can lid in cm 7.739 cm
Lid Factor 53.147 m^2
Volatile emission 22.322 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.