Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994759 DEA: 120T1004 EFIS: 1222000002
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-90,91-0.0-18.0
Work Description: Treat bridge, overlay with polyester concrete and replace joint seal.
Location Description: ROUTE 90 AT ESPERANZA ROAD OVERHEAD AND ON ROUTE 91 FROM CARMENITA ROAD PEDESTRIAN OVERCROSSING TO COAL CANYON ROAD UNDERCROSSING
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA
Contractor Address: Unknown
Resident Engineer: Nabil Ruda Structure Rep.: Unknown
DIME Sample ID: 2023-05-18-72
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: 05/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2023
The quantity of what the sample constitutes: 10 Tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943775
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2023-05-18-72-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/14/2023
Date Tested: 06/08/2023
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: 2023-05-18-72-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/14/2023
Date Tested: 06/08/2023
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: 2023-05-18-72-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/14/2023
Date Tested: 05/16/2023
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 supplier'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
|
0.486 in
|
|
Sample 1 Ultimate strength
|
2928 psi
|
|
Sample 1 Thickness
|
0.26 in
|
|
Sample 1 Area
|
0.1264 in^2
|
|
Sample 1 Ultimate Strength Actual
|
370.1 lbs
|
|
Sample 1 percent elongation
|
54.9 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.487 in
|
|
Sample 2 Thickness
|
0.26 in
|
|
Sample 2 Area
|
0.1266 in^2
|
|
Sample 2 Ultimate strength
|
2982.6 psi
|
|
Sample 2 Ultimate Strength Actual
|
377.6 lbs
|
|
Sample 2 percent elongation
|
55.8 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.487 in
|
|
Sample 3 Thickness
|
0.257 in
|
|
Sample 3 Area
|
0.1252 in^2
|
|
Sample 3 Ultimate strength
|
2984.8 psi
|
|
Sample 3 Ultimate Strength Actual
|
373.7 lbs
|
|
Sample 3 percent elongation
|
52.7 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.491 in
|
|
Sample 4 Thickness
|
0.26 in
|
|
Sample 4 Area
|
0.1277 in^2
|
|
Sample 4 Ultimate strength
|
2950.7 psi
|
|
Sample 4 Ultimate Strength Actual
|
376.8 lbs
|
|
Sample 4 percent elongation
|
55 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.487 in
|
|
Sample 5 Thickness
|
0.258 in
|
|
Sample 5 Area
|
0.1256 in^2
|
|
Sample 5 Ultimate strength
|
3075.6 psi
|
|
Sample 5 Ultimate Strength Actual
|
386.3 lbs
|
|
Sample 5 percent elongation
|
59.9 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Sample 6 Width
|
0.486 in
|
|
Sample 6 Thickness
|
0.254 in
|
|
Sample 6 Area
|
0.1234 in^2
|
|
Sample 6 Ultimate strength
|
3034.8 psi
|
|
Sample 6 Ultimate Strength Actual
|
374.5 lbs
|
|
Sample 6 percent elongation
|
52.7 %
|
|
Sample 6 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
2993 psi
|
|
Percent Elongation Average
|
55 %
|
DIME Test ID: 2023-05-18-72-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/14/2023
Date Tested: 06/08/2023
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
|
45.41
|
DIME Test ID: 2023-05-18-72-5
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: 07/14/2023
Date Tested: 05/31/2023
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 supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1588 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
|
794 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1486 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
|
743 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1548 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
|
774 psi
|
DIME Test ID: 2023-05-18-72-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/14/2023
Date Tested: 05/30/2023
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 supplier'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
|
100.092 grams
|
|
Weight at 5 minutes
|
100.018 grams
|
|
Weight at 10 minutes
|
99.944 grams
|
|
Weight at 15 minutes
|
99.85 grams
|
|
Weight at 20 minutes
|
99.744 grams
|
|
Weight at 25 minutes
|
99.674 grams
|
|
Weight at 30 minutes
|
99.607 grams
|
|
Final weight
|
99.61 grams
|
|
Total weight loss
|
0.48 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
25.911 grams/m^2
|
