Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214843 DEA: 060X6704 EFIS: 0618000229
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-63,65,99,190,198-Var
Work Description: REPLACE BRIDGE DECK WITH POLYESTER CONCRETE OVERLAY & PLACE CONCRETE.
Location Description: TULARE COUNTY AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 1792 Kaiser Ave., Irvine, CA 92614
Resident Engineer: Jake Garcia Structure Rep.: Unknown
DIME Sample ID: 2020-09-17-7
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: 09/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2020
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 Reichhold
DIME Test ID: 2020-09-17-7-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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)
|
8.9
|
DIME Test ID: 2020-09-17-7-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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:
DIME Test ID: 2020-09-17-7-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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:
Additional Comments When Verified:
Mean of two volatile content determination
|
46
|
DIME Test ID: 2020-09-17-7-4
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: 10/19/2020
Date Tested: 10/19/2020
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
|
1766 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
|
883 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
1522 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
|
761 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
1640 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
|
820 psi
|
DIME Test ID: 2020-09-17-7-5
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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
|
99.94 grams
|
Weight at 10 minutes
|
99.77 grams
|
Weight at 15 minutes
|
99.61 grams
|
Weight at 20 minutes
|
99.57 grams
|
Weight at 25 minutes
|
99.43 grams
|
Weight at 30 minutes
|
99.22 grams
|
Final weight
|
99.22 grams
|
Total weight loss
|
0.78 grams
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
Lid Factor
|
53.757 m^2
|
Volatile emission
|
41.93 grams/m^2
|
DIME Test ID: 2020-09-17-7-6
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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
|
0.486 in
|
Sample 1 Ultimate strength
|
3336.1 psi
|
Sample 1 Thickness
|
0.246 in
|
Sample 1 Area
|
0.1196 in^2
|
Sample 1 Ultimate Strength Actual
|
399 lbs
|
Sample 1 percent elongation
|
63.97 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.485 in
|
Sample 2 Thickness
|
0.245 in
|
Sample 2 Area
|
0.1188 in^2
|
Sample 2 Ultimate strength
|
3350.2 psi
|
Sample 2 Ultimate Strength Actual
|
398 lbs
|
Sample 2 percent elongation
|
64.45 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.485 in
|
Sample 3 Thickness
|
0.254 in
|
Sample 3 Area
|
0.1232 in^2
|
Sample 3 Ultimate strength
|
3375 psi
|
Sample 3 Ultimate Strength Actual
|
415.8 lbs
|
Sample 3 percent elongation
|
64.64 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.485 in
|
Sample 4 Thickness
|
0.252 in
|
Sample 4 Area
|
0.1222 in^2
|
Sample 4 Ultimate strength
|
3352.7 psi
|
Sample 4 Ultimate Strength Actual
|
409.7 lbs
|
Sample 4 percent elongation
|
65.2 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.485 in
|
Sample 5 Thickness
|
0.251 in
|
Sample 5 Area
|
0.1217 in^2
|
Sample 5 Ultimate strength
|
3366.5 psi
|
Sample 5 Ultimate Strength Actual
|
409.7 lbs
|
Sample 5 percent elongation
|
65.49 %
|
Sample 5 Time
|
0 MM:SS
|
Sample 6 Width
|
0.485 in
|
Sample 6 Thickness
|
0.248 in
|
Sample 6 Area
|
0.1203 in^2
|
Sample 6 Ultimate strength
|
3048.2 psi
|
Sample 6 Ultimate Strength Actual
|
366.7 lbs
|
Sample 6 percent elongation
|
57.68 %
|
Sample 6 Time
|
0 MM:SS
|
Ultimate Strength Average
|
3305 psi
|
Percent Elongation Average
|
64 %
|