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Sample Record for 2019-09-19-5

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Project Information

Project ID: 213945 DEA: 060U1604 EFIS: 0615000310 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R22.0/R22.6
Work Description: FURNISH & PLACE POLYESTER CONCRETE OVERLAY & PLACE JOINT SEAL.
Location Description: FRESNO COUNTY IN FRESNO FROM 0.2 MILE NORTH OF ROUTE 41/99 SEPARATION TO 0.1 MILE SOUTH OF VAN NESS AVENUE UNDERCROSSING
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Benicia, CA 94510
Resident Engineer: DANIEL CHAPA Structure Rep.: Nathan Quiroz

Sample Information

DIME Sample ID: 2019-09-19-5
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: 09/19/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2019
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 Polymers and Reichhold

Material Information

Mfg. Lot Number(s): 1206047
Batch number: 1206047
Mix number: 1206047

Test Results

Test 1 of 6

DIME Test ID: 2019-09-19-5-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/27/2019
Date Tested: 09/27/2019
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: 2019-09-19-5-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/27/2019
Date Tested: 09/27/2019
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: 2019-09-19-5-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/27/2019
Date Tested: 09/27/2019
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 46.2

Test 4 of 6

DIME Test ID: 2019-09-19-5-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/27/2019
Date Tested: 09/27/2019
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 3652.4 psi
Sample 1 Thickness 0.245 in
Sample 1 Area 0.1191 in^2
Sample 1 Ultimate Strength Actual 435 lbs
Sample 1 percent elongation 67 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.24 in
Sample 2 Area 0.1166 in^2
Sample 2 Ultimate strength 3499.1 psi
Sample 2 Ultimate Strength Actual 408 lbs
Sample 2 percent elongation 63 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.237 in
Sample 3 Area 0.1154 in^2
Sample 3 Ultimate strength 3509.5 psi
Sample 3 Ultimate Strength Actual 405 lbs
Sample 3 percent elongation 64 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.251 in
Sample 4 Area 0.122 in^2
Sample 4 Ultimate strength 3336.1 psi
Sample 4 Ultimate Strength Actual 407 lbs
Sample 4 percent elongation 56 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.485 in
Sample 5 Thickness 0.24 in
Sample 5 Area 0.1164 in^2
Sample 5 Ultimate strength 3591.1 psi
Sample 5 Ultimate Strength Actual 418 lbs
Sample 5 percent elongation 66 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.24 in
Sample 6 Area 0.1166 in^2
Sample 6 Ultimate strength 3584.9 psi
Sample 6 Ultimate Strength Actual 418 lbs
Sample 6 percent elongation 65 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3529 psi
Percent Elongation Average 64 %

Test 5 of 6

DIME Test ID: 2019-09-19-5-5
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: 09/27/2019
Date Tested: 09/27/2019
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 1428 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 1 714 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1536 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 2 768 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1440 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 3 720 psi

Test 6 of 6

DIME Test ID: 2019-09-19-5-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/27/2019
Date Tested: 09/27/2019
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 76 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.9 grams
Weight at 10 minutes 99.7 grams
Weight at 15 minutes 99.6 grams
Weight at 20 minutes 99.6 grams
Weight at 25 minutes 99.5 grams
Weight at 30 minutes 99.3 grams
Final weight 99.3 grams
Total weight loss 0.7 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 37.63 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.