Sample Record for 2020-10-13-6
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: 2020-10-13-6
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: 10/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2020
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 Polynt
Material Information
Mfg. Lot Number(s): 1284806
Batch number: 1284806
Mix number: 1284806
Test Results
Test 1 of 7
DIME Test ID: 2020-10-13-6-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
Test 2 of 7
DIME Test ID: 2020-10-13-6-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
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) 594-1991
This test has been superseded on 10/21/2020.
Reason: retested
Test 3 of 7
DIME Test ID: 2020-10-13-6-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
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
|
3280 psi
|
Sample 1 Thickness
|
0.25 in
|
Sample 1 Area
|
0.1218 in^2
|
Sample 1 Ultimate Strength Actual
|
399.5 lbs
|
Sample 1 percent elongation
|
66.6 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.487 in
|
Sample 2 Thickness
|
0.25 in
|
Sample 2 Area
|
0.1218 in^2
|
Sample 2 Ultimate strength
|
3116.6 psi
|
Sample 2 Ultimate Strength Actual
|
379.6 lbs
|
Sample 2 percent elongation
|
56.45 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.487 in
|
Sample 3 Thickness
|
0.243 in
|
Sample 3 Area
|
0.1183 in^2
|
Sample 3 Ultimate strength
|
3503.8 psi
|
Sample 3 Ultimate Strength Actual
|
414.5 lbs
|
Sample 3 percent elongation
|
68.67 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.487 in
|
Sample 4 Thickness
|
0.25 in
|
Sample 4 Area
|
0.1218 in^2
|
Sample 4 Ultimate strength
|
3325.1 psi
|
Sample 4 Ultimate Strength Actual
|
405 lbs
|
Sample 4 percent elongation
|
65.08 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.487 in
|
Sample 5 Thickness
|
0.252 in
|
Sample 5 Area
|
0.1227 in^2
|
Sample 5 Ultimate strength
|
3269.8 psi
|
Sample 5 Ultimate Strength Actual
|
401.2 lbs
|
Sample 5 percent elongation
|
63.03 %
|
Sample 5 Time
|
0 MM:SS
|
Sample 6 Width
|
0.487 in
|
Sample 6 Thickness
|
0.249 in
|
Sample 6 Area
|
0.1213 in^2
|
Sample 6 Ultimate strength
|
3382.5 psi
|
Sample 6 Ultimate Strength Actual
|
410.3 lbs
|
Sample 6 percent elongation
|
66.04 %
|
Sample 6 Time
|
0 MM:SS
|
Ultimate Strength Average
|
3313 psi
|
Percent Elongation Average
|
64 %
|
Test 4 of 7
DIME Test ID: 2020-10-13-6-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
Mean of two volatile content determination
|
46
|
Test 5 of 7
DIME Test ID: 2020-10-13-6-5
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: 10/21/2020
Date Tested: 10/21/2020
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:
Curing history for Sample 1
|
24hr
|
Maximum applied load (P) for Sample 1
|
1254 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
|
627 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
1196 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
|
598 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
1277 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
|
638.5 psi
|
Test 6 of 7
DIME Test ID: 2020-10-13-6-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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
|
153.9 mm
|
Room Temperature
|
77 f
|
Tare weight
|
0 grams
|
Initial weight
|
100 grams
|
Weight at 5 minutes
|
99.964 grams
|
Weight at 10 minutes
|
99.892 grams
|
Weight at 15 minutes
|
99.707 grams
|
Weight at 20 minutes
|
99.634 grams
|
Weight at 25 minutes
|
99.578 grams
|
Weight at 30 minutes
|
99.393 grams
|
Final weight
|
99.39 grams
|
Total weight loss
|
0.61 grams
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
Lid Factor
|
53.757 m^2
|
Volatile emission
|
32.792 grams/m^2
|
Test 7 of 7
DIME Test ID: 2020-10-13-6-7
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
Density Units
|
pounds/gallons
|
Liquid Density (pounds per gallon)
|
9
|