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Sample Record for 2020-07-30-16

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Project Information

Project ID: 214946 DEA: 060X1504 EFIS: 0618000233 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-0.9/30.5
Work Description: POLYESTER CONCRETE OVERLAY.
Location Description: FRESNO COUNTY FROM CONEJO AVENUE UNDERCROSSING TO GRANTLAND AVENUE UNDERCROSSING
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Benicia, CA 95122
Resident Engineer: Cary Cruz Structure Rep.: Daniel Chapa

Sample Information

DIME Sample ID: 2020-07-30-16
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: 07/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2020
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): 1267926
Batch number: 1267926
Mix number: 1267926

Test Results

Test 1 of 6

DIME Test ID: 2020-07-30-16-1
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:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.9

Test 2 of 6

DIME Test ID: 2020-07-30-16-2
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 101

Test 3 of 6

DIME Test ID: 2020-07-30-16-3
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.5

Test 4 of 6

DIME Test ID: 2020-07-30-16-4
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:
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 0.254 in
Sample 1 Ultimate strength 3241.4 psi
Sample 1 Thickness 0.481 in
Sample 1 Area 0.1222 in^2
Sample 1 Ultimate Strength Actual 396.1 lbs
Sample 1 percent elongation 44 %
Sample 1 Time 3 MM:SS
Sample 2 Width 0.27 in
Sample 2 Thickness 0.481 in
Sample 2 Area 0.1299 in^2
Sample 2 Ultimate strength 3156.3 psi
Sample 2 Ultimate Strength Actual 410 lbs
Sample 2 percent elongation 52.2 %
Sample 2 Time 4 MM:SS
Sample 3 Width 0.245 in
Sample 3 Thickness 0.481 in
Sample 3 Area 0.1178 in^2
Sample 3 Ultimate strength 3361.6 psi
Sample 3 Ultimate Strength Actual 396 lbs
Sample 3 percent elongation 62.4 %
Sample 3 Time 4 MM:SS
Sample 4 Width 0.248 in
Sample 4 Thickness 0.481 in
Sample 4 Area 0.1193 in^2
Sample 4 Ultimate strength 3307.6 psi
Sample 4 Ultimate Strength Actual 394.6 lbs
Sample 4 percent elongation 61.4 %
Sample 4 Time 4 MM:SS
Sample 5 Width 0.25 in
Sample 5 Thickness 0.481 in
Sample 5 Area 0.1203 in^2
Sample 5 Ultimate strength 2996.7 psi
Sample 5 Ultimate Strength Actual 360.5 lbs
Sample 5 percent elongation 47.1 %
Sample 5 Time 3 MM:SS
Sample 6 Width 0.239 in
Sample 6 Thickness 0.481 in
Sample 6 Area 0.115 in^2
Sample 6 Ultimate strength 3120.9 psi
Sample 6 Ultimate Strength Actual 358.9 lbs
Sample 6 percent elongation 55 %
Sample 6 Time 3 MM:SS
Ultimate Strength Average 3197 psi
Percent Elongation Average 54 %

Test 5 of 6

DIME Test ID: 2020-07-30-16-5
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: 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:
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 874 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 1 437 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 848 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 2 424 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 950 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 3 475 psi

Test 6 of 6

DIME Test ID: 2020-07-30-16-6
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:
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 155 mm
Room Temperature 71.9 f
Tare weight 0 grams
Initial weight 100.4 grams
Weight at 5 minutes 100.3 grams
Weight at 10 minutes 100.2 grams
Weight at 15 minutes 100.1 grams
Weight at 20 minutes 100.1 grams
Weight at 25 minutes 100 grams
Weight at 30 minutes 100 grams
Final weight 100 grams
Total weight loss 0.4 grams
Calculated radius of gallon can lid in cm 7.75 cm
Lid Factor 52.996 m^2
Volatile emission 21.198 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.