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Sample Record for 2020-09-14-14

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Project Information

Project ID: 214851 DEA: 081K2204 EFIS: 0819000002 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10,15-Various
Work Description: STRUCTURAL CONCRETE, APPROACH SLAB & POLYESTER CONCRETE OVERLAY.
Location Description: SAN BERNARDINO COUNTY ON ROUTES 10 AND 15 AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Kee Ooi Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-09-14-14
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: 09/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2020
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): 1277258
Batch number: 1277258
Mix number: 1277258

Test Results

Test 1 of 6

DIME Test ID: 2020-09-14-14-1
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: 2020-09-14-14-2
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 107

Test 3 of 6

DIME Test ID: 2020-09-14-14-3
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 45.7

Test 4 of 6

DIME Test ID: 2020-09-14-14-4
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 0.486 in
Sample 1 Ultimate strength 3149 psi
Sample 1 Thickness 0.256 in
Sample 1 Area 0.1244 in^2
Sample 1 Ultimate Strength Actual 392 lbs
Sample 1 percent elongation 65.25 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.25 in
Sample 2 Area 0.1215 in^2
Sample 2 Ultimate strength 3433 psi
Sample 2 Ultimate Strength Actual 417 lbs
Sample 2 percent elongation 71.73 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.25 in
Sample 3 Area 0.1218 in^2
Sample 3 Ultimate strength 3374 psi
Sample 3 Ultimate Strength Actual 411 lbs
Sample 3 percent elongation 74.56 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.254 in
Sample 4 Area 0.1234 in^2
Sample 4 Ultimate strength 3603 psi
Sample 4 Ultimate Strength Actual 445 lbs
Sample 4 percent elongation 74.56 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.259 in
Sample 5 Area 0.1259 in^2
Sample 5 Ultimate strength 3186 psi
Sample 5 Ultimate Strength Actual 401 lbs
Sample 5 percent elongation 67.72 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0 in
Sample 6 Thickness 0 in
Sample 6 Area 0 in^2
Sample 6 Ultimate strength 0 psi
Sample 6 Ultimate Strength Actual 0 lbs
Sample 6 percent elongation 0 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 0 psi
Percent Elongation Average 0 %

Test 5 of 6

DIME Test ID: 2020-09-14-14-5
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 1600 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 1 800 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1520 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 2 760 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1712 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 3 856 psi

Test 6 of 6

DIME Test ID: 2020-09-14-14-6
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 no data
Initial weight 100 grams
Weight at 5 minutes 99.858 grams
Weight at 10 minutes 99.765 grams
Weight at 15 minutes 99.736 grams
Weight at 20 minutes 99.62 grams
Weight at 25 minutes 99.463 grams
Weight at 30 minutes 99.425 grams
Final weight 99.425 grams
Total weight loss 0.575 grams
Calculated radius of gallon can lid in cm 7.7 cm
Lid Factor 53.757 m^2
Volatile emission 30.91 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.