Print Report | Back to Sample Detail

Sample Record for 2020-09-17-7

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

Project Information

Project ID: 214843 DEA: 060X6704 EFIS: 0618000229 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-63,65,99,190,198-Var
Work Description: REPLACE BRIDGE DECK WITH POLYESTER CONCRETE OVERLAY & PLACE CONCRETE.
Location Description: TULARE COUNTY AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 1792 Kaiser Ave., Irvine, CA 92614
Resident Engineer: Jake Garcia Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-09-17-7
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: 09/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2020
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 Reichhold

Material Information

Mfg. Lot Number(s): 1278017
Batch number: 1278017
Mix number: 1278017

Test Results

Test 1 of 6

DIME Test ID: 2020-09-17-7-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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:
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.9

Test 2 of 6

DIME Test ID: 2020-09-17-7-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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:
Additional Comments When Verified:
Viscosity 108

Test 3 of 6

DIME Test ID: 2020-09-17-7-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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:
Additional Comments When Verified:
Mean of two volatile content determination 46

Test 4 of 6

DIME Test ID: 2020-09-17-7-4
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: 10/19/2020
Date Tested: 10/19/2020
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:
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1766 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 1 883 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1522 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 2 761 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1640 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 3 820 psi

Test 5 of 6

DIME Test ID: 2020-09-17-7-5
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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:
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.94 grams
Weight at 10 minutes 99.77 grams
Weight at 15 minutes 99.61 grams
Weight at 20 minutes 99.57 grams
Weight at 25 minutes 99.43 grams
Weight at 30 minutes 99.22 grams
Final weight 99.22 grams
Total weight loss 0.78 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 41.93 grams/m^2

Test 6 of 6

DIME Test ID: 2020-09-17-7-6
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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:
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 3336.1 psi
Sample 1 Thickness 0.246 in
Sample 1 Area 0.1196 in^2
Sample 1 Ultimate Strength Actual 399 lbs
Sample 1 percent elongation 63.97 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.485 in
Sample 2 Thickness 0.245 in
Sample 2 Area 0.1188 in^2
Sample 2 Ultimate strength 3350.2 psi
Sample 2 Ultimate Strength Actual 398 lbs
Sample 2 percent elongation 64.45 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.254 in
Sample 3 Area 0.1232 in^2
Sample 3 Ultimate strength 3375 psi
Sample 3 Ultimate Strength Actual 415.8 lbs
Sample 3 percent elongation 64.64 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.252 in
Sample 4 Area 0.1222 in^2
Sample 4 Ultimate strength 3352.7 psi
Sample 4 Ultimate Strength Actual 409.7 lbs
Sample 4 percent elongation 65.2 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.485 in
Sample 5 Thickness 0.251 in
Sample 5 Area 0.1217 in^2
Sample 5 Ultimate strength 3366.5 psi
Sample 5 Ultimate Strength Actual 409.7 lbs
Sample 5 percent elongation 65.49 %
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 3048.2 psi
Sample 6 Ultimate Strength Actual 366.7 lbs
Sample 6 percent elongation 57.68 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3305 psi
Percent Elongation Average 64 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.