Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993193 DEA: 031H18U4 EFIS: 0321000106
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-80-13.0/16.5
Work Description: ROADWAY EXCAVATION, JPCP AND FURNISH POLYESTER CONCRETE OVERLAY.
Location Description: NEVADA COUNTY IN AND NEAR TRUCKEE FROM 0.2 MILE WEST OF DONNER PARK OVERCROSSING TO ROUTE 89/267 SEPARATION
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Randy Stellhorn Structure Rep.: Carl Anderson
DIME Sample ID: 2022-08-19-20
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: 08/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/22/2022
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: 943121
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2022-08-19-20-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/22/2022
Date Tested: 09/02/2022
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: 2022-08-19-20-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/22/2022
Date Tested: 09/02/2022
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)
|
8.9
|
DIME Test ID: 2022-08-19-20-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/22/2022
Date Tested: 08/29/2022
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:
|
Number of specimens tested
|
6
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.49 in
|
|
Sample 1 Ultimate strength
|
7613.2 psi
|
|
Sample 1 Thickness
|
0.248 in
|
|
Sample 1 Area
|
0.1215 in^2
|
|
Sample 1 Ultimate Strength Actual
|
925 lbs
|
|
Sample 1 percent elongation
|
16.4 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.489 in
|
|
Sample 2 Thickness
|
0.25 in
|
|
Sample 2 Area
|
0.1223 in^2
|
|
Sample 2 Ultimate strength
|
7694.2 psi
|
|
Sample 2 Ultimate Strength Actual
|
941 lbs
|
|
Sample 2 percent elongation
|
17.6 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.489 in
|
|
Sample 3 Thickness
|
0.25 in
|
|
Sample 3 Area
|
0.1223 in^2
|
|
Sample 3 Ultimate strength
|
7767.8 psi
|
|
Sample 3 Ultimate Strength Actual
|
950 lbs
|
|
Sample 3 percent elongation
|
18.2 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.489 in
|
|
Sample 4 Thickness
|
0.248 in
|
|
Sample 4 Area
|
0.1213 in^2
|
|
Sample 4 Ultimate strength
|
7774.1 psi
|
|
Sample 4 Ultimate Strength Actual
|
943 lbs
|
|
Sample 4 percent elongation
|
19.8 %
|
|
Sample 4 Time
|
no data0 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
|
7838.7 psi
|
|
Sample 5 Ultimate Strength Actual
|
943 lbs
|
|
Sample 5 percent elongation
|
14.9 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.487 in
|
|
Sample 6 Thickness
|
0.242 in
|
|
Sample 6 Area
|
0.1179 in^2
|
|
Sample 6 Ultimate strength
|
7786.3 psi
|
|
Sample 6 Ultimate Strength Actual
|
918 lbs
|
|
Sample 6 percent elongation
|
18.4 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
7746 psi
|
|
Percent Elongation Average
|
18 %
|
DIME Test ID: 2022-08-19-20-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/22/2022
Date Tested: 09/02/2022
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
|
45.5
|
DIME Test ID: 2022-08-19-20-5
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: 09/22/2022
Date Tested: 08/23/2022
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
|
1852 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
|
926 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1664 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
|
832 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1590 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
|
795 psi
|
DIME Test ID: 2022-08-19-20-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/22/2022
Date Tested: 08/22/2022
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:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
77 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.021 grams
|
|
Weight at 5 minutes
|
99.855 grams
|
|
Weight at 10 minutes
|
99.784 grams
|
|
Weight at 15 minutes
|
99.651 grams
|
|
Weight at 20 minutes
|
99.503 grams
|
|
Weight at 25 minutes
|
99.426 grams
|
|
Weight at 30 minutes
|
99.342 grams
|
|
Final weight
|
99.34 grams
|
|
Total weight loss
|
0.68 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
36.609 grams/m^2
|
