Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000235 DEA: 030N3804 EFIS: 0324000097
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-80-131
Work Description: Rutting Damage Restpration
Location Description: Hwy 80
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1900 Glendale Ave, Sparks, NV 89431
Resident Engineer: Amir Zamanian Structure Rep.: Unknown
DIME Sample ID: 2024-06-20-103
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: 06/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2024
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 2 pints 204,CHP,8020
From where was the sample collected: Source
Laboratory sample identification: 000079KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-06-20-103-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/23/2024
Date Tested: 07/03/2024
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: 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: 2024-06-20-103-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/23/2024
Date Tested: 07/03/2024
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: 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: 2024-06-20-103-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/23/2024
Date Tested: 06/26/2024
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted vendor's 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
|
0.489 in
|
|
Sample 1 Ultimate strength
|
8034 psi
|
|
Sample 1 Thickness
|
0.265 in
|
|
Sample 1 Area
|
0.1296 in^2
|
|
Sample 1 Ultimate Strength Actual
|
1041.21 lbs
|
|
Sample 1 percent elongation
|
29.6 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.488 in
|
|
Sample 2 Thickness
|
0.259 in
|
|
Sample 2 Area
|
0.1264 in^2
|
|
Sample 2 Ultimate strength
|
8146 psi
|
|
Sample 2 Ultimate Strength Actual
|
1029.65 lbs
|
|
Sample 2 percent elongation
|
10.6 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.487 in
|
|
Sample 3 Thickness
|
0.265 in
|
|
Sample 3 Area
|
0.1291 in^2
|
|
Sample 3 Ultimate strength
|
8087 psi
|
|
Sample 3 Ultimate Strength Actual
|
1044.03 lbs
|
|
Sample 3 percent elongation
|
23 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.488 in
|
|
Sample 4 Thickness
|
0.261 in
|
|
Sample 4 Area
|
0.1274 in^2
|
|
Sample 4 Ultimate strength
|
8093 psi
|
|
Sample 4 Ultimate Strength Actual
|
1031.05 lbs
|
|
Sample 4 percent elongation
|
31.7 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.488 in
|
|
Sample 5 Thickness
|
0.272 in
|
|
Sample 5 Area
|
0.1327 in^2
|
|
Sample 5 Ultimate strength
|
8058 psi
|
|
Sample 5 Ultimate Strength Actual
|
1069.3 lbs
|
|
Sample 5 percent elongation
|
20.6 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.488 in
|
|
Sample 6 Thickness
|
0.266 in
|
|
Sample 6 Area
|
0.1298 in^2
|
|
Sample 6 Ultimate strength
|
8054.6 psi
|
|
Sample 6 Ultimate Strength Actual
|
1045.48 lbs
|
|
Sample 6 percent elongation
|
17.5 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
8079 psi
|
|
Percent Elongation Average
|
22 %
|
DIME Test ID: 2024-06-20-103-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/23/2024
Date Tested: 07/03/2024
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: 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
|
44.13
|
DIME Test ID: 2024-06-20-103-5
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: 07/23/2024
Date Tested: 06/25/2024
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted vendor's results
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1473.69 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
|
736.843 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1469.51 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
|
734.755 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1311.51 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
|
655.757 psi
|
DIME Test ID: 2024-06-20-103-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/23/2024
Date Tested: 06/24/2024
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted vendor's results
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
78 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.04 grams
|
|
Weight at 5 minutes
|
99.96 grams
|
|
Weight at 10 minutes
|
99.835 grams
|
|
Weight at 15 minutes
|
99.757 grams
|
|
Weight at 20 minutes
|
99.691 grams
|
|
Weight at 25 minutes
|
99.615 grams
|
|
Weight at 30 minutes
|
99.548 grams
|
|
Final weight
|
99.55 grams
|
|
Total weight loss
|
0.49 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
26.341 grams/m^2
|
