Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214625 DEA: 120R5404 EFIS: 1218000113
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-1.6/33.1
Work Description: Methacrylate deck seal treatment and polyester concrete overlay
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY AT VARIOUS LOCATIONS FROM EL CAMINO REAL UNDERCROSSING TO MAIN STREET OVERCROSSING
Contractor Name: VELARDE CONCRETE CONSTRUCTION
Contractor Address: 523 S. BRAND BLVD, SAN FERNANDO CA 91340
Resident Engineer: Arsalan Naderi Structure Rep.: Kugan Ramanathan
DIME Sample ID: 2020-09-23-17
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: 09/23/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2020
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: 2020-09-23-17-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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: 2020-09-23-17-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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)
|
9
|
DIME Test ID: 2020-09-23-17-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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
|
0.481 in
|
Sample 1 Ultimate strength
|
2814.5 psi
|
Sample 1 Thickness
|
0.26 in
|
Sample 1 Area
|
0.1251 in^2
|
Sample 1 Ultimate Strength Actual
|
352.1 lbs
|
Sample 1 percent elongation
|
55.5 %
|
Sample 1 Time
|
4 MM:SS
|
Sample 2 Width
|
0.481 in
|
Sample 2 Thickness
|
0.254 in
|
Sample 2 Area
|
0.1222 in^2
|
Sample 2 Ultimate strength
|
2493.5 psi
|
Sample 2 Ultimate Strength Actual
|
304.7 lbs
|
Sample 2 percent elongation
|
34.6 %
|
Sample 2 Time
|
2 MM:SS
|
Sample 3 Width
|
0.481 in
|
Sample 3 Thickness
|
0.259 in
|
Sample 3 Area
|
0.1246 in^2
|
Sample 3 Ultimate strength
|
2549.8 psi
|
Sample 3 Ultimate Strength Actual
|
317.7 lbs
|
Sample 3 percent elongation
|
30.9 %
|
Sample 3 Time
|
2 MM:SS
|
Sample 4 Width
|
0.482 in
|
Sample 4 Thickness
|
0.258 in
|
Sample 4 Area
|
0.1244 in^2
|
Sample 4 Ultimate strength
|
2447.7 psi
|
Sample 4 Ultimate Strength Actual
|
304.5 lbs
|
Sample 4 percent elongation
|
36.2 %
|
Sample 4 Time
|
2 MM:SS
|
Sample 5 Width
|
0.482 in
|
Sample 5 Thickness
|
0.257 in
|
Sample 5 Area
|
0.1239 in^2
|
Sample 5 Ultimate strength
|
2551.3 psi
|
Sample 5 Ultimate Strength Actual
|
316.1 lbs
|
Sample 5 percent elongation
|
45.2 %
|
Sample 5 Time
|
3 MM:SS
|
Sample 6 Width
|
0.482 in
|
Sample 6 Thickness
|
0.255 in
|
Sample 6 Area
|
0.1229 in^2
|
Sample 6 Ultimate strength
|
2483.3 psi
|
Sample 6 Ultimate Strength Actual
|
305.2 lbs
|
Sample 6 percent elongation
|
44.7 %
|
Sample 6 Time
|
2 MM:SS
|
Ultimate Strength Average
|
2557 psi
|
Percent Elongation Average
|
41 %
|
DIME Test ID: 2020-09-23-17-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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
|
46
|
DIME Test ID: 2020-09-23-17-5
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: 10/21/2020
Date Tested: 10/21/2020
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
|
1588 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
|
794 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
1192 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
|
596 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
1656 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
|
828 psi
|
DIME Test ID: 2020-09-23-17-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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
|
154.8 mm
|
Room Temperature
|
71.2 f
|
Tare weight
|
0 grams
|
Initial weight
|
100 grams
|
Weight at 5 minutes
|
99.8 grams
|
Weight at 10 minutes
|
99.7 grams
|
Weight at 15 minutes
|
99.6 grams
|
Weight at 20 minutes
|
99.5 grams
|
Weight at 25 minutes
|
99.5 grams
|
Weight at 30 minutes
|
99.4 grams
|
Final weight
|
99.4 grams
|
Total weight loss
|
0.6 grams
|
Calculated radius of gallon can lid in cm
|
7.74 cm
|
Lid Factor
|
53.134 m^2
|
Volatile emission
|
31.88 grams/m^2
|