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Sample Record for 2024-02-29-38

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Project Information

Project ID: 995063 DEA: 112N1084 EFIS: 1121000057 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-6.1,R22.9
Work Description: SPALL REPAIRS, PLACE JOINT SEALS, & PLACE POLYESTER CONCRETE OVERLAY.
Location Description: SAN DIEGO COUNTY ON ROUTE 5 IN CHULA VISTA AT PALOMAR STREET OVERCROSSING AND IN SAN DIEGO AT DE ANZA OFF-RAMP UNDERCROSSING
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: John Tran Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-02-29-38
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: 02/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/01/2024
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: 000041KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4B00262
Batch number: AZ4B00262
Mix number: AZ4B00262
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-02-29-38-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/13/2024
Date Tested: 04/16/2024
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 99.5

Test 2 of 6

DIME Test ID: 2024-02-29-38-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/13/2024
Date Tested: 04/16/2024
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: 2024-02-29-38-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/13/2024
Date Tested: 03/06/2024
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 Vendors 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 3320 psi
Sample 1 Thickness 0.264 in
Sample 1 Area 0.1283 in^2
Sample 1 Ultimate Strength Actual 425.96 lbs
Sample 1 percent elongation 69.9 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.275 in
Sample 2 Area 0.1337 in^2
Sample 2 Ultimate strength 3286 psi
Sample 2 Ultimate Strength Actual 439.338 lbs
Sample 2 percent elongation 62.3 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.255 in
Sample 3 Area 0.1239 in^2
Sample 3 Ultimate strength 3366 psi
Sample 3 Ultimate Strength Actual 417.05 lbs
Sample 3 percent elongation 70.3 %
Sample 3 Time no data0 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 3303 psi
Sample 4 Ultimate Strength Actual 415.85 lbs
Sample 4 percent elongation 61.8 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.485 in
Sample 5 Thickness 0.259 in
Sample 5 Area 0.1256 in^2
Sample 5 Ultimate strength 3369 psi
Sample 5 Ultimate Strength Actual 423.15 lbs
Sample 5 percent elongation 70.4 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.485 in
Sample 6 Thickness 0.269 in
Sample 6 Area 0.1305 in^2
Sample 6 Ultimate strength 3277 psi
Sample 6 Ultimate Strength Actual 427.65 lbs
Sample 6 percent elongation 61.7 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3320 psi
Percent Elongation Average 66 %

Test 4 of 6

DIME Test ID: 2024-02-29-38-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/13/2024
Date Tested: 03/12/2024
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 46.7

Test 5 of 6

DIME Test ID: 2024-02-29-38-5
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: 05/13/2024
Date Tested: 03/12/2024
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 Vendors Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1137.64 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 1 568.82 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1057 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 2 528.5 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1142.85 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 3 571.425 psi

Test 6 of 6

DIME Test ID: 2024-02-29-38-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/13/2024
Date Tested: 03/11/2024
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 Vendors 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 100.023 grams
Weight at 5 minutes 99.917 grams
Weight at 10 minutes 99.834 grams
Weight at 15 minutes 99.771 grams
Weight at 20 minutes 99.702 grams
Weight at 25 minutes 99.595 grams
Weight at 30 minutes 99.5 grams
Final weight 99.5 grams
Total weight loss 0.52 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 28.115 grams/m^2