Print Report | Back to Sample Detail

Sample Record for 2020-10-28-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215029 DEA: 120Q8504 EFIS: 1217000116 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-34.5/37.4
Work Description: PLACE POLYESTER CONCRETE ON 3 BRIDGES & REPLACE CONCRETE BARRIERS.
Location Description: ORANGE COUNTY IN ORANGE AND ANAHEIM FROM 0.1 MILE NORTH OF SANTA ANA RIVER BRIDGE TO HARBOR BOULEVARD OVERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIR W, IRVINE CA 92606
Resident Engineer: Kifah Ramadan Structure Rep.: Bijan Ronagh-Langroodi

Sample Information

DIME Sample ID: 2020-10-28-2
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: 10/28/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/28/2020
The quantity of what the sample constitutes: 8 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 Polynt

Material Information

Mfg. Lot Number(s): 1289994
Batch number: 1289994
Mix number: 1289994
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2020-10-28-2-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 11/18/2020
Date Tested: 11/18/2020
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: Accepted Based on Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 106

Test 2 of 6

DIME Test ID: 2020-10-28-2-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 11/18/2020
Date Tested: 11/18/2020
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: Accepted Based on Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Test 3 of 6

DIME Test ID: 2020-10-28-2-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 11/18/2020
Date Tested: 11/18/2020
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: Accepted Based on Supplier Results.
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 0.487 in
Sample 1 Ultimate strength 2957 psi
Sample 1 Thickness 0.253 in
Sample 1 Area 0.1232 in^2
Sample 1 Ultimate Strength Actual 364.3 lbs
Sample 1 percent elongation 58.32 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.253 in
Sample 2 Area 0.1232 in^2
Sample 2 Ultimate strength 3030.8 psi
Sample 2 Ultimate Strength Actual 373.4 lbs
Sample 2 percent elongation 63.53 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.254 in
Sample 3 Area 0.1237 in^2
Sample 3 Ultimate strength 3017.8 psi
Sample 3 Ultimate Strength Actual 373.3 lbs
Sample 3 percent elongation 61.69 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.488 in
Sample 4 Thickness 0.26 in
Sample 4 Area 0.1269 in^2
Sample 4 Ultimate strength 3274.2 psi
Sample 4 Ultimate Strength Actual 415.5 lbs
Sample 4 percent elongation 69.1 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.488 in
Sample 5 Thickness 0.26 in
Sample 5 Area 0.1269 in^2
Sample 5 Ultimate strength 3057.5 psi
Sample 5 Ultimate Strength Actual 388 lbs
Sample 5 percent elongation 63.61 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.487 in
Sample 6 Thickness 0.26 in
Sample 6 Area 0.1266 in^2
Sample 6 Ultimate strength 3142.2 psi
Sample 6 Ultimate Strength Actual 397.8 lbs
Sample 6 percent elongation 67.59 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3080 psi
Percent Elongation Average 64 %

Test 4 of 6

DIME Test ID: 2020-10-28-2-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 11/18/2020
Date Tested: 11/18/2020
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: Accepted Based on Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 45.9

Test 5 of 6

DIME Test ID: 2020-10-28-2-5
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: 11/18/2020
Date Tested: 11/18/2020
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: Accepted Based on Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1058.13 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 1 529.065 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1429.13 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 2 714.565 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1065.67 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 3 532.835 psi

Test 6 of 6

DIME Test ID: 2020-10-28-2-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 11/18/2020
Date Tested: 11/18/2020
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 68.1 f
Tare weight no data0 grams
Initial weight 100 grams
Weight at 5 minutes 99.9 grams
Weight at 10 minutes 99.8 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 99.5 grams
Final weight 99.5 grams
Total weight loss 0.5 grams
Calculated radius of gallon can lid in cm 7.75 cm
Lid Factor 52.996 m^2
Volatile emission 26.498 grams/m^2