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Sample Record for 2019-06-12-2

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Project Information

Project ID: 213937 DEA: 023H8004 EFIS: 0218000037 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5,96-VAR
Work Description: REPLACE POLYESTER CONCRETE OVERLAY, APPLY METHACRYLATE, MGS.
Location Description: SISKIYOU COUNTY AT VARIOUS LOCATIONS
Contractor Name: Myers and Sons
Contractor Address: 4600 NORTHGATE BLVD, STE 100, SACRAMENTO, CA 95834
Resident Engineer: Nicole Mallory Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-06-12-2
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: 06/12/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2019
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 and Reichhold

Material Information

Mfg. Lot Number(s): 1189324
Batch number: 1189324
Mix number: 1189324
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2019-06-12-2-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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) 9

Test 2 of 6

DIME Test ID: 2019-06-12-2-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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 98

Test 3 of 6

DIME Test ID: 2019-06-12-2-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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 47

Test 4 of 6

DIME Test ID: 2019-06-12-2-5
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: 07/01/2019
Date Tested: 07/01/2019
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: Accepted suppliers test results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1320 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 1 660 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1180 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 2 590 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1102 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 3 551 psi

Test 5 of 6

DIME Test ID: 2019-06-12-2-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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 154.7 mm
Room Temperature 72.1 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.9 grams
Weight at 10 minutes 99.9 grams
Weight at 15 minutes 99.8 grams
Weight at 20 minutes 99.7 grams
Weight at 25 minutes 99.7 grams
Weight at 30 minutes 99.6 grams
Final weight 99.6 grams
Total weight loss 0.4 grams
Calculated radius of gallon can lid in cm 7.735 cm
Lid Factor 53.202 m^2
Volatile emission 21.281 grams/m^2

Test 6 of 6

DIME Test ID: 2019-06-12-2-7
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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 0.485 in
Sample 1 Ultimate strength 3728.4 psi
Sample 1 Thickness 0.246 in
Sample 1 Area 0.1193 in^2
Sample 1 Ultimate Strength Actual 444.8 lbs
Sample 1 percent elongation 70.9 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.485 in
Sample 2 Thickness 0.245 in
Sample 2 Area 0.1188 in^2
Sample 2 Ultimate strength 3796.3 psi
Sample 2 Ultimate Strength Actual 451 lbs
Sample 2 percent elongation 73.9 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.484 in
Sample 3 Thickness 0.249 in
Sample 3 Area 0.1205 in^2
Sample 3 Ultimate strength 3327.8 psi
Sample 3 Ultimate Strength Actual 401 lbs
Sample 3 percent elongation 65.3 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.256 in
Sample 4 Area 0.1242 in^2
Sample 4 Ultimate strength 3462.2 psi
Sample 4 Ultimate Strength Actual 430 lbs
Sample 4 percent elongation 65.2 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0 in
Sample 5 Thickness 0 in
Sample 5 Area 0 in^2
Sample 5 Ultimate strength 0 psi
Sample 5 Ultimate Strength Actual 0 lbs
Sample 5 percent elongation 0 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.484 in
Sample 6 Thickness 0.248 in
Sample 6 Area 0.12 in^2
Sample 6 Ultimate strength 3283.3 psi
Sample 6 Ultimate Strength Actual 394 lbs
Sample 6 percent elongation 61.2 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 2933 psi
Percent Elongation Average 56 %