Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212185 DEA: 024G5204 EFIS: 0214000022
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R28.0 - R29.2
Work Description: PIT RIVER BRIDGE DECK & CATWALK REHABILITATION
Location Description: SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE FROM 0.2 MILE SOUTH TO 0.9 MILE NORTH OF PIT RIVER BRIDGE OVERHEAD
Contractor Name: GOLDEN STATE BRIDGE, INC.
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Tofael Anwar Structure Rep.: Andrew Osullivan
DIME Sample ID: 2019-06-13-2
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: 06/13/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2019
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: 2019-06-13-2-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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: 2019-06-13-2-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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: 2019-06-13-2-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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
|
46.9
|
DIME Test ID: 2019-06-13-2-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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
|
0.492 in
|
|
Sample 1 Ultimate strength
|
2610.5 psi
|
|
Sample 1 Thickness
|
0.239 in
|
|
Sample 1 Area
|
0.1176 in^2
|
|
Sample 1 Ultimate Strength Actual
|
307 lbs
|
|
Sample 1 percent elongation
|
40.4 %
|
|
Sample 1 Time
|
3 MM:SS
|
|
Sample 2 Width
|
0.492 in
|
|
Sample 2 Thickness
|
0.247 in
|
|
Sample 2 Area
|
0.1215 in^2
|
|
Sample 2 Ultimate strength
|
2740.7 psi
|
|
Sample 2 Ultimate Strength Actual
|
333 lbs
|
|
Sample 2 percent elongation
|
49.4 %
|
|
Sample 2 Time
|
3 MM:SS
|
|
Sample 3 Width
|
0.492 in
|
|
Sample 3 Thickness
|
0.251 in
|
|
Sample 3 Area
|
0.1235 in^2
|
|
Sample 3 Ultimate strength
|
0 psi
|
|
Sample 3 Ultimate Strength Actual
|
0 lbs
|
|
Sample 3 percent elongation
|
0 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.492 in
|
|
Sample 4 Thickness
|
0.252 in
|
|
Sample 4 Area
|
0.124 in^2
|
|
Sample 4 Ultimate strength
|
2791.1 psi
|
|
Sample 4 Ultimate Strength Actual
|
346.1 lbs
|
|
Sample 4 percent elongation
|
52.5 %
|
|
Sample 4 Time
|
4 MM:SS
|
|
Sample 5 Width
|
0.492 in
|
|
Sample 5 Thickness
|
0.245 in
|
|
Sample 5 Area
|
0.1205 in^2
|
|
Sample 5 Ultimate strength
|
2782.6 psi
|
|
Sample 5 Ultimate Strength Actual
|
335.3 lbs
|
|
Sample 5 percent elongation
|
53.1 %
|
|
Sample 5 Time
|
3 MM:SS
|
|
Sample 6 Width
|
0.492 in
|
|
Sample 6 Thickness
|
0.252 in
|
|
Sample 6 Area
|
0.124 in^2
|
|
Sample 6 Ultimate strength
|
2709.7 psi
|
|
Sample 6 Ultimate Strength Actual
|
336 lbs
|
|
Sample 6 percent elongation
|
53.6 %
|
|
Sample 6 Time
|
3 MM:SS
|
|
Ultimate Strength Average
|
2272 psi
|
|
Percent Elongation Average
|
42 %
|
DIME Test ID: 2019-06-13-2-5
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: 07/01/2019
Date Tested: 07/01/2019
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
|
1194 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
|
597 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1228 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
|
614 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1252 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
|
626 psi
|
DIME Test ID: 2019-06-13-2-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/01/2019
Date Tested: 07/01/2019
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
|
154.9 mm
|
|
Room Temperature
|
70.3 f
|
|
Tare weight
|
0 grams
|
|
Initial weight
|
100 grams
|
|
Weight at 5 minutes
|
99.9 grams
|
|
Weight at 10 minutes
|
99.8 grams
|
|
Weight at 15 minutes
|
99.7 grams
|
|
Weight at 20 minutes
|
99.7 grams
|
|
Weight at 25 minutes
|
99.6 grams
|
|
Weight at 30 minutes
|
99.5 grams
|
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Final weight
|
99.5 grams
|
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Total weight loss
|
0.5 grams
|
|
Calculated radius of gallon can lid in cm
|
7.745 cm
|
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Lid Factor
|
53.1 m^2
|
|
Volatile emission
|
26.55 grams/m^2
|
