Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213747 DEA: 080Q9104 EFIS: 0800020580
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-R23.8
Work Description: RETROFIT BRIDGE PIER WALLS, FOOTINGS AND POLYESTER CONCRETE OVERLAY.
Location Description: SAN BERNARDINO COUNTY IN COLTON AT THE SANTA ANA RIVER BRIDGES
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606-4414
Resident Engineer: Roberto Castro Structure Rep.: Ching Chuang
DIME Sample ID: 2019-05-02-6
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: 05/02/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/02/2019
The quantity of what the sample constitutes: 17 totes
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: 2019-05-02-6-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/20/2019
Date Tested: 05/20/2019
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2019-05-02-6-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/20/2019
Date Tested: 05/20/2019
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
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: 2019-05-02-6-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/20/2019
Date Tested: 05/20/2019
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
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
|
0.494 in
|
|
Sample 1 Ultimate strength
|
3338.2 psi
|
|
Sample 1 Thickness
|
0.249 in
|
|
Sample 1 Area
|
0.123 in^2
|
|
Sample 1 Ultimate Strength Actual
|
410.6 lbs
|
|
Sample 1 percent elongation
|
66.3 %
|
|
Sample 1 Time
|
5 MM:SS
|
|
Sample 2 Width
|
0.494 in
|
|
Sample 2 Thickness
|
0.244 in
|
|
Sample 2 Area
|
0.1205 in^2
|
|
Sample 2 Ultimate strength
|
2931.1 psi
|
|
Sample 2 Ultimate Strength Actual
|
353.2 lbs
|
|
Sample 2 percent elongation
|
51 %
|
|
Sample 2 Time
|
3 MM:SS
|
|
Sample 3 Width
|
0.493 in
|
|
Sample 3 Thickness
|
0.247 in
|
|
Sample 3 Area
|
0.1218 in^2
|
|
Sample 3 Ultimate strength
|
3266.8 psi
|
|
Sample 3 Ultimate Strength Actual
|
397.9 lbs
|
|
Sample 3 percent elongation
|
66.5 %
|
|
Sample 3 Time
|
4 MM:SS
|
|
Sample 4 Width
|
0.493 in
|
|
Sample 4 Thickness
|
0.246 in
|
|
Sample 4 Area
|
0.1213 in^2
|
|
Sample 4 Ultimate strength
|
3225.9 psi
|
|
Sample 4 Ultimate Strength Actual
|
391.3 lbs
|
|
Sample 4 percent elongation
|
57.1 %
|
|
Sample 4 Time
|
4 MM:SS
|
|
Sample 5 Width
|
0.493 in
|
|
Sample 5 Thickness
|
0.257 in
|
|
Sample 5 Area
|
0.1267 in^2
|
|
Sample 5 Ultimate strength
|
2903.7 psi
|
|
Sample 5 Ultimate Strength Actual
|
367.9 lbs
|
|
Sample 5 percent elongation
|
47.6 %
|
|
Sample 5 Time
|
3 MM:SS
|
|
Sample 6 Width
|
0.492 in
|
|
Sample 6 Thickness
|
0.261 in
|
|
Sample 6 Area
|
0.1284 in^2
|
|
Sample 6 Ultimate strength
|
3150.3 psi
|
|
Sample 6 Ultimate Strength Actual
|
404.5 lbs
|
|
Sample 6 percent elongation
|
60.8 %
|
|
Sample 6 Time
|
4 MM:SS
|
|
Ultimate Strength Average
|
3136 psi
|
|
Percent Elongation Average
|
58 %
|
DIME Test ID: 2019-05-02-6-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/20/2019
Date Tested: 05/20/2019
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
46
|
DIME Test ID: 2019-05-02-6-5
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: 05/20/2019
Date Tested: 05/20/2019
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24 hr
|
|
Maximum applied load (P) for Sample 1
|
907 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
|
454 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1244 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
|
622 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1132 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
|
566 psi
|
DIME Test ID: 2019-05-02-6-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/20/2019
Date Tested: 05/20/2019
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
70.5 f
|
|
Tare weight
|
no data0 grams
|
|
Initial weight
|
100 grams
|
|
Weight at 5 minutes
|
99.9 grams
|
|
Weight at 10 minutes
|
99.7 grams
|
|
Weight at 15 minutes
|
99.7 grams
|
|
Weight at 20 minutes
|
99.6 grams
|
|
Weight at 25 minutes
|
99.5 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
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
26.879 grams/m^2
|
