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Sample Record for 2020-07-28-17

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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: 2020-07-28-17
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: 07/28/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2020
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): 1267220
Batch number: 1267220
Mix number: 1267220
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2020-07-28-17-1
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 Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.7

Test 2 of 6

DIME Test ID: 2020-07-28-17-2
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 Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 104

Test 3 of 6

DIME Test ID: 2020-07-28-17-3
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 Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.7

Test 4 of 6

DIME Test ID: 2020-07-28-17-4
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 Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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 0.481 in
Sample 1 Ultimate strength 3209.6 psi
Sample 1 Thickness 0.256 in
Sample 1 Area 0.1231 in^2
Sample 1 Ultimate Strength Actual 395.1 lbs
Sample 1 percent elongation 59.4 %
Sample 1 Time 4 MM:SS
Sample 2 Width 0.481 in
Sample 2 Thickness 0.251 in
Sample 2 Area 0.1207 in^2
Sample 2 Ultimate strength 3021.5 psi
Sample 2 Ultimate Strength Actual 364.7 lbs
Sample 2 percent elongation 57 %
Sample 2 Time 4 MM:SS
Sample 3 Width 0.481 in
Sample 3 Thickness 0.249 in
Sample 3 Area 0.1198 in^2
Sample 3 Ultimate strength 3050.1 psi
Sample 3 Ultimate Strength Actual 365.4 lbs
Sample 3 percent elongation 54.4 %
Sample 3 Time 3 MM:SS
Sample 4 Width 0.481 in
Sample 4 Thickness 0.251 in
Sample 4 Area 0.1207 in^2
Sample 4 Ultimate strength 3294.1 psi
Sample 4 Ultimate Strength Actual 397.6 lbs
Sample 4 percent elongation 61.1 %
Sample 4 Time 4 MM:SS
Sample 5 Width 0.249 in
Sample 5 Thickness 0.48 in
Sample 5 Area 0.1195 in^2
Sample 5 Ultimate strength 3276.2 psi
Sample 5 Ultimate Strength Actual 391.5 lbs
Sample 5 percent elongation 63.3 %
Sample 5 Time 4 MM:SS
Sample 6 Width 0.24 in
Sample 6 Thickness 0.48 in
Sample 6 Area 0.1152 in^2
Sample 6 Ultimate strength 3158.9 psi
Sample 6 Ultimate Strength Actual 363.9 lbs
Sample 6 percent elongation 32.7 %
Sample 6 Time 2 MM:SS
Ultimate Strength Average 3168 psi
Percent Elongation Average 55 %

Test 5 of 6

DIME Test ID: 2020-07-28-17-5
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 Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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 1141 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 1 570.5 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1288 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 2 644 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1171 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 3 585.5 psi

Test 6 of 6

DIME Test ID: 2020-07-28-17-6
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 Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 155 mm
Room Temperature 71.6 f
Tare weight 0 grams
Initial weight 100.1 grams
Weight at 5 minutes 100 grams
Weight at 10 minutes 100 grams
Weight at 15 minutes 99.9 grams
Weight at 20 minutes 99.9 grams
Weight at 25 minutes 99.8 grams
Weight at 30 minutes 99.7 grams
Final weight 99.7 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