Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213829 DEA: 074W4604 EFIS: 0718000291
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14,405,710-Various
Work Description: REPLACE STR APPROACH SLABS AND PLACE DECK POLYESTER CONCRETE OVERLAY.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606-4414
Resident Engineer: Mohammad Izadpanah Structure Rep.: Quan Ho
DIME Sample ID: 2020-02-20-4
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: 02/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/20/2020
The quantity of what the sample constitutes: 36 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 Polymers and Reichhold
DIME Test ID: 2020-02-20-4-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/25/2020
Date Tested: 03/25/2020
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)
|
8.75
|
DIME Test ID: 2020-02-20-4-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/25/2020
Date Tested: 03/25/2020
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: 2020-02-20-4-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/25/2020
Date Tested: 03/25/2020
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:
|
Mean of two volatile content determination
|
47
|
DIME Test ID: 2020-02-20-4-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/25/2020
Date Tested: 03/25/2020
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
|
0.492 in
|
|
Sample 1 Ultimate strength
|
2904.7 psi
|
|
Sample 1 Thickness
|
0.275 in
|
|
Sample 1 Area
|
0.1353 in^2
|
|
Sample 1 Ultimate Strength Actual
|
393 lbs
|
|
Sample 1 percent elongation
|
56.4 %
|
|
Sample 1 Time
|
3 MM:SS
|
|
Sample 2 Width
|
0.492 in
|
|
Sample 2 Thickness
|
0.274 in
|
|
Sample 2 Area
|
0.1348 in^2
|
|
Sample 2 Ultimate strength
|
3159.5 psi
|
|
Sample 2 Ultimate Strength Actual
|
425.9 lbs
|
|
Sample 2 percent elongation
|
63 %
|
|
Sample 2 Time
|
4 MM:SS
|
|
Sample 3 Width
|
0.492 in
|
|
Sample 3 Thickness
|
0.278 in
|
|
Sample 3 Area
|
0.1368 in^2
|
|
Sample 3 Ultimate strength
|
2853.1 psi
|
|
Sample 3 Ultimate Strength Actual
|
390.3 lbs
|
|
Sample 3 percent elongation
|
48.4 %
|
|
Sample 3 Time
|
3 MM:SS
|
|
Sample 4 Width
|
0.492 in
|
|
Sample 4 Thickness
|
0.268 in
|
|
Sample 4 Area
|
0.1319 in^2
|
|
Sample 4 Ultimate strength
|
3060.7 psi
|
|
Sample 4 Ultimate Strength Actual
|
403.7 lbs
|
|
Sample 4 percent elongation
|
61.8 %
|
|
Sample 4 Time
|
4 MM:SS
|
|
Sample 5 Width
|
0.492 in
|
|
Sample 5 Thickness
|
0.272 in
|
|
Sample 5 Area
|
0.1338 in^2
|
|
Sample 5 Ultimate strength
|
3058.3 psi
|
|
Sample 5 Ultimate Strength Actual
|
409.2 lbs
|
|
Sample 5 percent elongation
|
48.8 %
|
|
Sample 5 Time
|
3 MM:SS
|
|
Sample 6 Width
|
0.492 in
|
|
Sample 6 Thickness
|
0.273 in
|
|
Sample 6 Area
|
0.1343 in^2
|
|
Sample 6 Ultimate strength
|
2994 psi
|
|
Sample 6 Ultimate Strength Actual
|
402.1 lbs
|
|
Sample 6 percent elongation
|
53.9 %
|
|
Sample 6 Time
|
3 MM:SS
|
|
Ultimate Strength Average
|
3005 psi
|
|
Percent Elongation Average
|
55 %
|
DIME Test ID: 2020-02-20-4-5
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: 03/25/2020
Date Tested: 03/25/2020
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
|
1368 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
|
684 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1438 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
|
719 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1116 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
|
558 psi
|
DIME Test ID: 2020-02-20-4-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/25/2020
Date Tested: 03/25/2020
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
|
151 mm
|
|
Room Temperature
|
71.4 f
|
|
Tare weight
|
0 grams
|
|
Initial weight
|
100.4 grams
|
|
Weight at 5 minutes
|
100.3 grams
|
|
Weight at 10 minutes
|
100.2 grams
|
|
Weight at 15 minutes
|
100.1 grams
|
|
Weight at 20 minutes
|
100 grams
|
|
Weight at 25 minutes
|
99.9 grams
|
|
Weight at 30 minutes
|
99.8 grams
|
|
Final weight
|
99.8 grams
|
|
Total weight loss
|
0.6 grams
|
|
Calculated radius of gallon can lid in cm
|
7.55 cm
|
|
Lid Factor
|
55.841 m^2
|
|
Volatile emission
|
33.505 grams/m^2
|
