Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995535 DEA: 120T8704 EFIS: 1222000109
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5,57-30.3/39.6,10.7/21.8
Work Description: APPLY METHACRYLATE, POLYESTER CONCRETE, AND REPLACE JOINT SEALS.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS ON ROUTE 5 FROM ROUTE 5/55 SEPARATION TO EUCLID STREET OVERCROSSING AND ON ROUTE 57 FROM ROUTE 5/57 SEPARATION TO TONNER CANYON ROAD UNDERCROSSING
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W. 23rd Street, Temple, AZ 85282
Resident Engineer: Karim Ahmed Structure Rep.: Bijan Ronagh-Langroodi
DIME Sample ID: 2024-07-15-59
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: 07/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/16/2024
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000092KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-07-15-59-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/08/2024
Date Tested: 08/07/2024
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:
DIME Test ID: 2024-07-15-59-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/08/2024
Date Tested: 08/07/2024
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
|
DIME Test ID: 2024-07-15-59-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/08/2024
Date Tested: 07/18/2024
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 vendor's 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
|
3531 psi
|
Sample 1 Thickness
|
0.244 in
|
Sample 1 Area
|
0.1188 in^2
|
Sample 1 Ultimate Strength Actual
|
419.483 lbs
|
Sample 1 percent elongation
|
41.1 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.486 in
|
Sample 2 Thickness
|
0.26 in
|
Sample 2 Area
|
0.1264 in^2
|
Sample 2 Ultimate strength
|
3438 psi
|
Sample 2 Ultimate Strength Actual
|
434.563 lbs
|
Sample 2 percent elongation
|
50.2 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.487 in
|
Sample 3 Thickness
|
0.259 in
|
Sample 3 Area
|
0.1261 in^2
|
Sample 3 Ultimate strength
|
3411 psi
|
Sample 3 Ultimate Strength Actual
|
430.127 lbs
|
Sample 3 percent elongation
|
58.7 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.497 in
|
Sample 4 Thickness
|
0.257 in
|
Sample 4 Area
|
0.1277 in^2
|
Sample 4 Ultimate strength
|
3354 psi
|
Sample 4 Ultimate Strength Actual
|
428.306 lbs
|
Sample 4 percent elongation
|
50.9 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.507 in
|
Sample 5 Thickness
|
0.259 in
|
Sample 5 Area
|
0.1313 in^2
|
Sample 5 Ultimate strength
|
3247 psi
|
Sample 5 Ultimate Strength Actual
|
426.331 lbs
|
Sample 5 percent elongation
|
58.3 %
|
Sample 5 Time
|
0 MM:SS
|
Sample 6 Width
|
0.509 in
|
Sample 6 Thickness
|
0.253 in
|
Sample 6 Area
|
0.1288 in^2
|
Sample 6 Ultimate strength
|
3263 psi
|
Sample 6 Ultimate Strength Actual
|
420.274 lbs
|
Sample 6 percent elongation
|
65 %
|
Sample 6 Time
|
0 MM:SS
|
Ultimate Strength Average
|
3374 psi
|
Percent Elongation Average
|
54 %
|
DIME Test ID: 2024-07-15-59-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/08/2024
Date Tested: 08/07/2024
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
|
44.4
|
DIME Test ID: 2024-07-15-59-5
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: 08/08/2024
Date Tested: 07/23/2024
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 vendor's results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1
|
24hr
|
Maximum applied load (P) for Sample 1
|
902.9 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
|
451.45 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
1398.01 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
|
699.003 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
856.656 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
|
428.328 psi
|
DIME Test ID: 2024-07-15-59-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 08/08/2024
Date Tested: 07/22/2024
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 vendor's results
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid
|
153.9 mm
|
Room Temperature
|
77 f
|
Tare weight
|
no data
|
Initial weight
|
100.061 grams
|
Weight at 5 minutes
|
99.98 grams
|
Weight at 10 minutes
|
99.91 grams
|
Weight at 15 minutes
|
99.838 grams
|
Weight at 20 minutes
|
99.764 grams
|
Weight at 25 minutes
|
99.697 grams
|
Weight at 30 minutes
|
99.625 grams
|
Final weight
|
99.63 grams
|
Total weight loss
|
0.43 grams
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
Lid Factor
|
53.757 m^2
|
Volatile emission
|
23.169 grams/m^2
|