Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213303 DEA: 042K0004 EFIS: 0416000340
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-37,80,113-Var
Work Description: TREAT BRIDGE DECKS WITH METHACRYLATE AND REPLACE JOINT SEALS.
Location Description: SOLANO COUNTY AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Ste D, Benicia, CA 94510
Resident Engineer: Quang Tran Structure Rep.: Ron Goldgruber
DIME Sample ID: 2019-02-04-3
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: 02/04/2019
Date that the sample was received by the laboratory/organization performing the testing: 02/04/2019
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 and Reichhold
DIME Test ID: 2019-02-04-3-1
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 02/12/2019
Date Tested: 02/07/2019
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:
Additional Comments When Verified:
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Diameter of lid
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153.9 mm
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Room Temperature
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73.6 f
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Tare weight
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0 grams
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|
Initial weight
|
100 grams
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Weight at 5 minutes
|
99.7 grams
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Weight at 10 minutes
|
99.6 grams
|
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Weight at 15 minutes
|
99.5 grams
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Weight at 20 minutes
|
99.4 grams
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Weight at 25 minutes
|
99.3 grams
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Weight at 30 minutes
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99.2 grams
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Final weight
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99.2 grams
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Total weight loss
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0.8 grams
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Calculated radius of gallon can lid in cm
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7.695 cm
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Lid Factor
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53.757 m^2
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Volatile emission
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43.006 grams/m^2
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DIME Test ID: 2019-02-04-3-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 02/12/2019
Date Tested: 02/06/2019
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: Time for sample 6 not recorded.
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens tested
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6
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Conditioning procedure
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18/25/50+5/70
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Speed of testing
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0.45 in/min
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Sample 1 Width
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0.493 in
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|
Sample 1 Ultimate strength
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3001.6 psi
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Sample 1 Thickness
|
0.252 in
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|
Sample 1 Area
|
0.1242 in^2
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|
Sample 1 Ultimate Strength Actual
|
372.8 lbs
|
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Sample 1 percent elongation
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62.5 %
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Sample 1 Time
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5 MM:SS
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Sample 2 Width
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0.493 in
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Sample 2 Thickness
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0.247 in
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Sample 2 Area
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0.1218 in^2
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Sample 2 Ultimate strength
|
3036.1 psi
|
|
Sample 2 Ultimate Strength Actual
|
369.8 lbs
|
|
Sample 2 percent elongation
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64.3 %
|
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Sample 2 Time
|
5 MM:SS
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Sample 3 Width
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0.493 in
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Sample 3 Thickness
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0.243 in
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Sample 3 Area
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0.1198 in^2
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Sample 3 Ultimate strength
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2970.8 psi
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Sample 3 Ultimate Strength Actual
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355.9 lbs
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Sample 3 percent elongation
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65.5 %
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Sample 3 Time
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5 MM:SS
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Sample 4 Width
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0.492 in
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Sample 4 Thickness
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0.243 in
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Sample 4 Area
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0.1196 in^2
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Sample 4 Ultimate strength
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2842.8 psi
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Sample 4 Ultimate Strength Actual
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340 lbs
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Sample 4 percent elongation
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59.4 %
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Sample 4 Time
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4 MM:SS
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Sample 5 Width
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0.492 in
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Sample 5 Thickness
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0.256 in
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Sample 5 Area
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0.126 in^2
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Sample 5 Ultimate strength
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2956.3 psi
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|
Sample 5 Ultimate Strength Actual
|
372.5 lbs
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Sample 5 percent elongation
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62.5 %
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Sample 5 Time
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5 MM:SS
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Sample 6 Width
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0.492 in
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Sample 6 Thickness
|
0.25 in
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Sample 6 Area
|
0.123 in^2
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Sample 6 Ultimate strength
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2859.3 psi
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|
Sample 6 Ultimate Strength Actual
|
351.7 lbs
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Sample 6 percent elongation
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62.5 %
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Sample 6 Time
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0 MM:SS
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Ultimate Strength Average
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2944 psi
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Percent Elongation Average
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63 %
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DIME Test ID: 2019-02-04-3-3
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 02/12/2019
Date Tested: 02/12/2019
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:
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Density Units
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pounds/gallons
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|
Liquid Density (pounds per gallon)
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1.08
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DIME Test ID: 2019-02-04-3-4
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 02/12/2019
Date Tested: 02/12/2019
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: 2019-02-04-3-5
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 02/12/2019
Date Tested: 02/12/2019
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:
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Mean of two volatile content determination
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48.3
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DIME Test ID: 2019-02-04-3-6
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: 02/12/2019
Date Tested: 02/12/2019
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:
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Curing history for Sample 1
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24hr
|
|
Maximum applied load (P) for Sample 1
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803 lb
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Span length for Sample 1
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9 in
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Break location for Sample 1
|
bond
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Specimen defects/notes for Sample 1
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no data
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Surface type for Sample 1
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SSD
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Modulus of rupture (R) for Sample 1
|
402 psi
|
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Curing history for Sample 2
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24hr
|
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Maximum applied load (P) for Sample 2
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807 lb
|
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Span length for Sample 2
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9 in
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Break location for Sample 2
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bond
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Specimen defects/notes for Sample 2
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no data
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Surface type for Sample 2
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SSD
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Modulus of rupture (R) for Sample 2
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404 psi
|
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Curing history for Sample 3
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24hr
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Maximum applied load (P) for Sample 3
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2011 lb
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Span length for Sample 3
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9 in
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Break location for Sample 3
|
bond
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Specimen defects/notes for Sample 3
|
no data
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Surface type for Sample 3
|
SSD
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Modulus of rupture (R) for Sample 3
|
1006 psi
|
