Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995100 DEA: 030L2604 EFIS: 0324000072
QA Service Level: 1
DIST-CO-RTE-PM: 03---
Work Description:
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1900 Glendale Ave, Sparks, NV 89431
Resident Engineer: Amir Zamanian Structure Rep.: Unknown
DIME Sample ID: 2024-04-30-33
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: 04/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/01/2024
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / 9800 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000058KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-04-30-33-1
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/22/2024
Date Tested: 05/03/2024
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 vendor 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
|
0.487 in
|
|
Sample 1 Ultimate strength
|
8151 psi
|
|
Sample 1 Thickness
|
0.258 in
|
|
Sample 1 Area
|
0.1256 in^2
|
|
Sample 1 Ultimate Strength Actual
|
1023.77 lbs
|
|
Sample 1 percent elongation
|
19.5 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.488 in
|
|
Sample 2 Thickness
|
0.268 in
|
|
Sample 2 Area
|
0.1308 in^2
|
|
Sample 2 Ultimate strength
|
8109 psi
|
|
Sample 2 Ultimate Strength Actual
|
1060.65 lbs
|
|
Sample 2 percent elongation
|
24.6 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.488 in
|
|
Sample 3 Thickness
|
0.262 in
|
|
Sample 3 Area
|
0.1279 in^2
|
|
Sample 3 Ultimate strength
|
8120 psi
|
|
Sample 3 Ultimate Strength Actual
|
1038.55 lbs
|
|
Sample 3 percent elongation
|
25 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.488 in
|
|
Sample 4 Thickness
|
0.257 in
|
|
Sample 4 Area
|
0.1254 in^2
|
|
Sample 4 Ultimate strength
|
8201 psi
|
|
Sample 4 Ultimate Strength Actual
|
1028.41 lbs
|
|
Sample 4 percent elongation
|
17.6 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.487 in
|
|
Sample 5 Thickness
|
0.256 in
|
|
Sample 5 Area
|
0.1247 in^2
|
|
Sample 5 Ultimate strength
|
8181 psi
|
|
Sample 5 Ultimate Strength Actual
|
1020.17 lbs
|
|
Sample 5 percent elongation
|
24.4 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Sample 6 Width
|
0.488 in
|
|
Sample 6 Thickness
|
0.278 in
|
|
Sample 6 Area
|
0.1357 in^2
|
|
Sample 6 Ultimate strength
|
8108 psi
|
|
Sample 6 Ultimate Strength Actual
|
1100.26 lbs
|
|
Sample 6 percent elongation
|
11.2 %
|
|
Sample 6 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
8145 psi
|
|
Percent Elongation Average
|
20 %
|
DIME Test ID: 2024-04-30-33-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/22/2024
Date Tested: 05/20/2024
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: 2024-04-30-33-3
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/22/2024
Date Tested: 05/20/2024
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: 2024-04-30-33-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/22/2024
Date Tested: 05/20/2024
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
|
43.54
|
DIME Test ID: 2024-04-30-33-5
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: 05/22/2024
Date Tested: 05/03/2024
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 vendor results
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1670.32 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
|
835.158 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1617.81 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
|
808.904 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1633.73 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
|
816.864 psi
|
DIME Test ID: 2024-04-30-33-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/22/2024
Date Tested: 05/06/2024
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 vendors result
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
76 f
|
|
Tare weight
|
0 grams
|
|
Initial weight
|
100.03 grams
|
|
Weight at 5 minutes
|
99.99 grams
|
|
Weight at 10 minutes
|
99.942 grams
|
|
Weight at 15 minutes
|
99.897 grams
|
|
Weight at 20 minutes
|
99.851 grams
|
|
Weight at 25 minutes
|
99.8 grams
|
|
Weight at 30 minutes
|
99.753 grams
|
|
Final weight
|
99.75 grams
|
|
Total weight loss
|
0.28 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
15.052 grams/m^2
|
