Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215577 DEA: 060Y6904 EFIS: 0619000207
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,TUL-41,99,168,180,198-Var
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE DECK.
Location Description: FRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORP OF CALIFORNIA INC
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: Fernando de Alba Structure Rep.: Peter Moua
DIME Sample ID: 2022-02-08-56
TL Number from the TL Form: 943106
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: 02/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/09/2022
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
DIME Test ID: 2022-02-08-56-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/13/2022
Date Tested: 05/06/2022
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)
|
8.91
|
DIME Test ID: 2022-02-08-56-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/13/2022
Date Tested: 05/06/2022
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: 2022-02-08-56-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/13/2022
Date Tested: 05/06/2022
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
|
DIME Test ID: 2022-02-08-56-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/13/2022
Date Tested: 05/11/2022
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
|
0.48 in
|
|
Sample 1 Ultimate strength
|
3220.9 psi
|
|
Sample 1 Thickness
|
0.247 in
|
|
Sample 1 Area
|
0.1186 in^2
|
|
Sample 1 Ultimate Strength Actual
|
382 lbs
|
|
Sample 1 percent elongation
|
49 %
|
|
Sample 1 Time
|
3 MM:SS
|
|
Sample 2 Width
|
0.479 in
|
|
Sample 2 Thickness
|
0.249 in
|
|
Sample 2 Area
|
0.1193 in^2
|
|
Sample 2 Ultimate strength
|
3243.9 psi
|
|
Sample 2 Ultimate Strength Actual
|
387 lbs
|
|
Sample 2 percent elongation
|
54 %
|
|
Sample 2 Time
|
3 MM:SS
|
|
Sample 3 Width
|
0.481 in
|
|
Sample 3 Thickness
|
0.268 in
|
|
Sample 3 Area
|
0.1289 in^2
|
|
Sample 3 Ultimate strength
|
3304.9 psi
|
|
Sample 3 Ultimate Strength Actual
|
426 lbs
|
|
Sample 3 percent elongation
|
56 %
|
|
Sample 3 Time
|
3 MM:SS
|
|
Sample 4 Width
|
0.48 in
|
|
Sample 4 Thickness
|
0.243 in
|
|
Sample 4 Area
|
0.1166 in^2
|
|
Sample 4 Ultimate strength
|
3387.7 psi
|
|
Sample 4 Ultimate Strength Actual
|
395 lbs
|
|
Sample 4 percent elongation
|
41 %
|
|
Sample 4 Time
|
2 MM:SS
|
|
Sample 5 Width
|
0.479 in
|
|
Sample 5 Thickness
|
0.245 in
|
|
Sample 5 Area
|
0.1174 in^2
|
|
Sample 5 Ultimate strength
|
3373.1 psi
|
|
Sample 5 Ultimate Strength Actual
|
396 lbs
|
|
Sample 5 percent elongation
|
50 %
|
|
Sample 5 Time
|
3 MM:SS
|
|
Sample 6 Width
|
0.479 in
|
|
Sample 6 Thickness
|
0.255 in
|
|
Sample 6 Area
|
0.1221 in^2
|
|
Sample 6 Ultimate strength
|
3431.6 psi
|
|
Sample 6 Ultimate Strength Actual
|
419 lbs
|
|
Sample 6 percent elongation
|
48 %
|
|
Sample 6 Time
|
3 MM:SS
|
|
Ultimate Strength Average
|
3327 psi
|
|
Percent Elongation Average
|
50 %
|
DIME Test ID: 2022-02-08-56-5
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: 05/13/2022
Date Tested: 04/29/2022
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. Only two samples tested. Average psi is 572.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1092 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
|
546 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1194 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
|
597 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
0 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
|
0 psi
|
DIME Test ID: 2022-02-08-56-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/13/2022
Date Tested: 05/11/2022
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
|
154.71 mm
|
|
Room Temperature
|
69.6 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.16 grams
|
|
Weight at 5 minutes
|
100.09 grams
|
|
Weight at 10 minutes
|
100.02 grams
|
|
Weight at 15 minutes
|
99.96 grams
|
|
Weight at 20 minutes
|
99.9 grams
|
|
Weight at 25 minutes
|
99.83 grams
|
|
Weight at 30 minutes
|
99.77 grams
|
|
Final weight
|
99.77 grams
|
|
Total weight loss
|
0.39 grams
|
|
Calculated radius of gallon can lid in cm
|
7.736 cm
|
|
Lid Factor
|
53.188 m^2
|
|
Volatile emission
|
20.743 grams/m^2
|
