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Sample Record for 2020-07-24-4

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Project Information

Project ID: 214687 DEA: 031G4904 EFIS: 0318000241 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED,PLA,SAC,YOL-49,50,80-Var
Work Description: REPLACE JOINT SEALS AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: EL DORADO, PLACER, SACRAMENTO, AND YOLO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 3701 MALLARD DRIVE, BENICIA, CA 94510
Resident Engineer: Dean Elghassein Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-24-4
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: 07/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2020
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): 1267219
Batch number: 1267219
Mix number: 1267219

Test Results

Test 1 of 6

DIME Test ID: 2020-07-24-4-1
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) 9

Test 2 of 6

DIME Test ID: 2020-07-24-4-2
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 99

Test 3 of 6

DIME Test ID: 2020-07-24-4-3
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

Test 4 of 6

DIME Test ID: 2020-07-24-4-4
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 0.483 in
Sample 1 Ultimate strength 3160.3 psi
Sample 1 Thickness 0.266 in
Sample 1 Area 0.1285 in^2
Sample 1 Ultimate Strength Actual 406.1 lbs
Sample 1 percent elongation 60.48 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.483 in
Sample 2 Thickness 0.261 in
Sample 2 Area 0.1261 in^2
Sample 2 Ultimate strength 3156.2 psi
Sample 2 Ultimate Strength Actual 398 lbs
Sample 2 percent elongation 61.63 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.484 in
Sample 3 Thickness 0.264 in
Sample 3 Area 0.1278 in^2
Sample 3 Ultimate strength 3370.9 psi
Sample 3 Ultimate Strength Actual 430.8 lbs
Sample 3 percent elongation 65.54 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.482 in
Sample 4 Thickness 0.264 in
Sample 4 Area 0.1272 in^2
Sample 4 Ultimate strength 3269.7 psi
Sample 4 Ultimate Strength Actual 415.9 lbs
Sample 4 percent elongation 63.32 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.482 in
Sample 5 Thickness 0.258 in
Sample 5 Area 0.1244 in^2
Sample 5 Ultimate strength 3303.9 psi
Sample 5 Ultimate Strength Actual 411 lbs
Sample 5 percent elongation 64.35 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.483 in
Sample 6 Thickness 0.253 in
Sample 6 Area 0.1222 in^2
Sample 6 Ultimate strength 3220.1 psi
Sample 6 Ultimate Strength Actual 393.5 lbs
Sample 6 percent elongation 62.02 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3247 psi
Percent Elongation Average 63 %

Test 5 of 6

DIME Test ID: 2020-07-24-4-5
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 1280 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 1 640 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1326 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 2 663 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1662 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 3 831 psi

Test 6 of 6

DIME Test ID: 2020-07-24-4-6
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 153.9 mm
Room Temperature 77 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.97 grams
Weight at 10 minutes 99.84 grams
Weight at 15 minutes 99.73 grams
Weight at 20 minutes 99.7 grams
Weight at 25 minutes 99.68 grams
Weight at 30 minutes 99.51 grams
Final weight 99.51 grams
Total weight loss 0.49 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 26.341 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.