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: 2024-07-09-98
TL Number from the TL Form:
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: 07/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2024
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: 000085KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers
DIME Test ID: 2024-07-09-98-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/01/2024
Date Tested: 07/25/2024
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: 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: 2024-07-09-98-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/01/2024
Date Tested: 07/25/2024
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: 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: 2024-07-09-98-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/01/2024
Date Tested: 07/15/2024
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'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
|
0.487 in
|
|
Sample 1 Ultimate strength
|
8150 psi
|
|
Sample 1 Thickness
|
0.253 in
|
|
Sample 1 Area
|
0.1232 in^2
|
|
Sample 1 Ultimate Strength Actual
|
1004.08 lbs
|
|
Sample 1 percent elongation
|
12.6 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.487 in
|
|
Sample 2 Thickness
|
0.255 in
|
|
Sample 2 Area
|
0.1242 in^2
|
|
Sample 2 Ultimate strength
|
8128 psi
|
|
Sample 2 Ultimate Strength Actual
|
1009.5 lbs
|
|
Sample 2 percent elongation
|
28.8 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.488 in
|
|
Sample 3 Thickness
|
0.25 in
|
|
Sample 3 Area
|
0.122 in^2
|
|
Sample 3 Ultimate strength
|
8134 psi
|
|
Sample 3 Ultimate Strength Actual
|
992.348 lbs
|
|
Sample 3 percent elongation
|
31.4 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.488 in
|
|
Sample 4 Thickness
|
0.252 in
|
|
Sample 4 Area
|
0.123 in^2
|
|
Sample 4 Ultimate strength
|
8145 psi
|
|
Sample 4 Ultimate Strength Actual
|
1001.84 lbs
|
|
Sample 4 percent elongation
|
29.3 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.488 in
|
|
Sample 5 Thickness
|
0.254 in
|
|
Sample 5 Area
|
0.124 in^2
|
|
Sample 5 Ultimate strength
|
8150 psi
|
|
Sample 5 Ultimate Strength Actual
|
1010.6 lbs
|
|
Sample 5 percent elongation
|
26 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.488 in
|
|
Sample 6 Thickness
|
0.254 in
|
|
Sample 6 Area
|
0.124 in^2
|
|
Sample 6 Ultimate strength
|
8058 psi
|
|
Sample 6 Ultimate Strength Actual
|
999.192 lbs
|
|
Sample 6 percent elongation
|
29 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
8128 psi
|
|
Percent Elongation Average
|
26 %
|
DIME Test ID: 2024-07-09-98-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/01/2024
Date Tested: 07/25/2024
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: 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
|
43.9
|
DIME Test ID: 2024-07-09-98-5
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: 08/01/2024
Date Tested: 07/30/2024
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's results
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1217.08 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
|
608.538 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1462.15 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
|
731.073 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1520.33 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
|
760.164 psi
|
DIME Test ID: 2024-07-09-98-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 08/01/2024
Date Tested: 07/16/2024
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's results
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
77 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.061 grams
|
|
Weight at 5 minutes
|
99.999 grams
|
|
Weight at 10 minutes
|
99.93 grams
|
|
Weight at 15 minutes
|
99.87 grams
|
|
Weight at 20 minutes
|
99.807 grams
|
|
Weight at 25 minutes
|
99.749 grams
|
|
Weight at 30 minutes
|
99.68 grams
|
|
Final weight
|
99.68 grams
|
|
Total weight loss
|
0.38 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
20.481 grams/m^2
|
