Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215518 DEA: 074W7704 EFIS: 0719000274
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-R0.6/R29.4
Work Description: METHATCRYLATE DECK, REPLACE JOINT SEAL, POLYESTER CONCRETE OVERLAY.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ROUTE 60/5 SEPARATION TO GAREY AVENUE UNDERCROSSING
Contractor Name: VELARDE CONCRETE CONSTRUCTION INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-02-21-24
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: 02/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/22/2022
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 Polynt
DIME Test ID: 2022-02-21-24-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/13/2022
Date Tested: 05/06/2022
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: 2022-02-21-24-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/13/2022
Date Tested: 05/06/2022
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: 2022-02-21-24-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/13/2022
Date Tested: 05/06/2022
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
|
45.8
|
DIME Test ID: 2022-02-21-24-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/13/2022
Date Tested: 05/11/2022
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
|
0.489 in
|
|
Sample 1 Ultimate strength
|
3507.3 psi
|
|
Sample 1 Thickness
|
0.239 in
|
|
Sample 1 Area
|
0.1169 in^2
|
|
Sample 1 Ultimate Strength Actual
|
410 lbs
|
|
Sample 1 percent elongation
|
59 %
|
|
Sample 1 Time
|
4 MM:SS
|
|
Sample 2 Width
|
0.49 in
|
|
Sample 2 Thickness
|
0.235 in
|
|
Sample 2 Area
|
0.1152 in^2
|
|
Sample 2 Ultimate strength
|
3550.3 psi
|
|
Sample 2 Ultimate Strength Actual
|
409 lbs
|
|
Sample 2 percent elongation
|
68 %
|
|
Sample 2 Time
|
5 MM:SS
|
|
Sample 3 Width
|
0.489 in
|
|
Sample 3 Thickness
|
0.244 in
|
|
Sample 3 Area
|
0.1193 in^2
|
|
Sample 3 Ultimate strength
|
3378 psi
|
|
Sample 3 Ultimate Strength Actual
|
403 lbs
|
|
Sample 3 percent elongation
|
57 %
|
|
Sample 3 Time
|
4 MM:SS
|
|
Sample 4 Width
|
0.489 in
|
|
Sample 4 Thickness
|
0.237 in
|
|
Sample 4 Area
|
0.1159 in^2
|
|
Sample 4 Ultimate strength
|
3365 psi
|
|
Sample 4 Ultimate Strength Actual
|
390 lbs
|
|
Sample 4 percent elongation
|
54 %
|
|
Sample 4 Time
|
3 MM:SS
|
|
Sample 5 Width
|
0.489 in
|
|
Sample 5 Thickness
|
0.246 in
|
|
Sample 5 Area
|
0.1203 in^2
|
|
Sample 5 Ultimate strength
|
3192 psi
|
|
Sample 5 Ultimate Strength Actual
|
384 lbs
|
|
Sample 5 percent elongation
|
53 %
|
|
Sample 5 Time
|
4 MM:SS
|
|
Sample 6 Width
|
0.49 in
|
|
Sample 6 Thickness
|
0.251 in
|
|
Sample 6 Area
|
0.123 in^2
|
|
Sample 6 Ultimate strength
|
2943.1 psi
|
|
Sample 6 Ultimate Strength Actual
|
362 lbs
|
|
Sample 6 percent elongation
|
52 %
|
|
Sample 6 Time
|
3 MM:SS
|
|
Ultimate Strength Average
|
3323 psi
|
|
Percent Elongation Average
|
57 %
|
DIME Test ID: 2022-02-21-24-5
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: 05/13/2022
Date Tested: 04/29/2022
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 supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1460 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
|
730 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1184 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
|
592 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1490 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
|
745 psi
|
DIME Test ID: 2022-02-21-24-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/13/2022
Date Tested: 05/11/2022
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
|
154.68 mm
|
|
Room Temperature
|
69.5 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.15 grams
|
|
Weight at 5 minutes
|
100.1 grams
|
|
Weight at 10 minutes
|
100.04 grams
|
|
Weight at 15 minutes
|
99.99 grams
|
|
Weight at 20 minutes
|
99.92 grams
|
|
Weight at 25 minutes
|
99.86 grams
|
|
Weight at 30 minutes
|
99.8 grams
|
|
Final weight
|
99.8 grams
|
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Total weight loss
|
0.35 grams
|
|
Calculated radius of gallon can lid in cm
|
7.734 cm
|
|
Lid Factor
|
53.216 m^2
|
|
Volatile emission
|
18.626 grams/m^2
|
