Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214084 DEA: 040P3104 EFIS: 0417000425
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12,37,80,680,780-VAR
Work Description: TREAT BRIDGE DECKS WITH METHACRYLATE AND REPAIR APPROACH SLABS.
Location Description: SOLANO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Meyers and Sons Construction
Contractor Address: 4600 Northgate Blvd., Sacramento, CA 95836
Resident Engineer: Fernando Dos Santos Structure Rep.: Dante Padiernos
DIME Sample ID: 2019-07-09-4
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: 07/09/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/09/2019
The quantity of what the sample constitutes: 8 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: 2019-07-09-4-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/18/2019
Date Tested: 07/17/2019
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:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
8.9
|
DIME Test ID: 2019-07-09-4-3
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/18/2019
Date Tested: 07/17/2019
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: 2019-07-09-4-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/18/2019
Date Tested: 07/17/2019
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
|
DIME Test ID: 2019-07-09-4-5
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/18/2019
Date Tested: 07/17/2019
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: Accepted suppliers test 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
|
0.485 in
|
|
Sample 1 Ultimate strength
|
3702.2 psi
|
|
Sample 1 Thickness
|
0.25 in
|
|
Sample 1 Area
|
0.1213 in^2
|
|
Sample 1 Ultimate Strength Actual
|
449.08 lbs
|
|
Sample 1 percent elongation
|
73.88 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.487 in
|
|
Sample 2 Thickness
|
0.245 in
|
|
Sample 2 Area
|
0.1193 in^2
|
|
Sample 2 Ultimate strength
|
3514.7 psi
|
|
Sample 2 Ultimate Strength Actual
|
419.3 lbs
|
|
Sample 2 percent elongation
|
140 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.485 in
|
|
Sample 3 Thickness
|
0.245 in
|
|
Sample 3 Area
|
0.1188 in^2
|
|
Sample 3 Ultimate strength
|
3464.6 psi
|
|
Sample 3 Ultimate Strength Actual
|
411.6 lbs
|
|
Sample 3 percent elongation
|
69.13 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.485 in
|
|
Sample 4 Thickness
|
0.243 in
|
|
Sample 4 Area
|
0.1179 in^2
|
|
Sample 4 Ultimate strength
|
3362.9 psi
|
|
Sample 4 Ultimate Strength Actual
|
396.487 lbs
|
|
Sample 4 percent elongation
|
60.85 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.485 in
|
|
Sample 5 Thickness
|
0.249 in
|
|
Sample 5 Area
|
0.1208 in^2
|
|
Sample 5 Ultimate strength
|
3525.7 psi
|
|
Sample 5 Ultimate Strength Actual
|
425.9 lbs
|
|
Sample 5 percent elongation
|
68.54 %
|
|
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
|
3561.1 psi
|
|
Sample 6 Ultimate Strength Actual
|
428.4 lbs
|
|
Sample 6 percent elongation
|
67.54 %
|
|
Sample 6 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3522 psi
|
|
Percent Elongation Average
|
80 %
|
DIME Test ID: 2019-07-09-4-6
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: 07/18/2019
Date Tested: 07/17/2019
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: Accepted Suppliers Test Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1298 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
|
649 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1144 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
|
572 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1093 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
|
546.5 psi
|
DIME Test ID: 2019-07-09-4-7
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/18/2019
Date Tested: 07/17/2019
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
|
71.4 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
|
99.6 grams
|
|
Weight at 25 minutes
|
99.6 grams
|
|
Weight at 30 minutes
|
99.5 grams
|
|
Final weight
|
99.5 grams
|
|
Total weight loss
|
0.5 grams
|
|
Calculated radius of gallon can lid in cm
|
7.745 cm
|
|
Lid Factor
|
53.065 m^2
|
|
Volatile emission
|
26.533 grams/m^2
|
