Print Report | Back to Sample Detail

Sample Record for 2023-10-11-52

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

Project Information

Project ID: 994685 DEA: 043Q6104 EFIS: 0419000229 QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-17,85,87,101-Var
Work Description: POLYESTER CONCRETE OVERLAY, AND STRUCTURAL CONCRETE APPROACH SLAB.
Location Description: SANTA CLARA COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-11-52
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: 10/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/12/2023
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000025KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ3J00033
Batch number: AZ3J00033
Mix number: AZ3J00033
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-10-11-52-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 11/15/2023
Date Tested: 11/02/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 100

Test 2 of 6

DIME Test ID: 2023-10-11-52-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 11/15/2023
Date Tested: 11/02/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
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: 2023-10-11-52-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 11/15/2023
Date Tested: 10/13/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
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 0.488 in
Sample 1 Ultimate strength 2785 psi
Sample 1 Thickness 0.246 in
Sample 1 Area 0.12 in^2
Sample 1 Ultimate Strength Actual 334.2 lbs
Sample 1 percent elongation 67.2 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.488 in
Sample 2 Thickness 0.254 in
Sample 2 Area 0.124 in^2
Sample 2 Ultimate strength 2905.6 psi
Sample 2 Ultimate Strength Actual 360.3 lbs
Sample 2 percent elongation 71.7 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.258 in
Sample 3 Area 0.1256 in^2
Sample 3 Ultimate strength 2758.8 psi
Sample 3 Ultimate Strength Actual 346.5 lbs
Sample 3 percent elongation 67.8 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.267 in
Sample 4 Area 0.13 in^2
Sample 4 Ultimate strength 2829.2 psi
Sample 4 Ultimate Strength Actual 367.8 lbs
Sample 4 percent elongation 70.4 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.247 in
Sample 5 Area 0.1203 in^2
Sample 5 Ultimate strength 2832.1 psi
Sample 5 Ultimate Strength Actual 340.7 lbs
Sample 5 percent elongation 68.9 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.487 in
Sample 6 Thickness 0.248 in
Sample 6 Area 0.1208 in^2
Sample 6 Ultimate strength 2916.4 psi
Sample 6 Ultimate Strength Actual 352.3 lbs
Sample 6 percent elongation 71.9 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2838 psi
Percent Elongation Average 70 %

Test 4 of 6

DIME Test ID: 2023-10-11-52-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 11/15/2023
Date Tested: 11/02/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 43.6

Test 5 of 6

DIME Test ID: 2023-10-11-52-5
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: 11/15/2023
Date Tested: 10/17/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
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 1389.6 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 1 694.8 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1552.4 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 2 776.2 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1571 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 3 785.5 psi

Test 6 of 6

DIME Test ID: 2023-10-11-52-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 11/15/2023
Date Tested: 10/17/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
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 78 f
Tare weight no data
Initial weight 100.006 grams
Weight at 5 minutes 99.938 grams
Weight at 10 minutes 99.84 grams
Weight at 15 minutes 99.785 grams
Weight at 20 minutes 99.722 grams
Weight at 25 minutes 99.653 grams
Weight at 30 minutes 99.589 grams
Final weight 99.59 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 22.363 grams/m^2