Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994525 DEA: 031H9904 EFIS: 0317000043
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA,NEV-80-68.3/69.7,0.0/R2.7
Work Description: RDWY EXC, PLACE HMA & JPCP, SLAB REPLACEMENT & POLYESTER CONC OVERLAY.
Location Description: PLACER AND NEVADA COUNTIES NEAR KINGVALE FROM 0.3 MILE WEST OF TROY UNDERCROSSING TO 0.2 MILE EAST OF SODA SPRINGS OVERCROSSING
Contractor Name: A. TEICHERT & SON INC DBA TEICHERT CONSTRUCTION
Contractor Address: 4401 Duluth Avenue, Rocklin, CA 95765
Resident Engineer: Randie Babbini Structure Rep.: Carl Anderson
DIME Sample ID: 2024-04-22-40
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: 04/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/23/2024
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: 000057KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-04-22-40-1
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: 05/22/2024
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: 2024-04-22-40-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/22/2024
Date Tested: 05/22/2024
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: 2024-04-22-40-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/22/2024
Date Tested: 04/29/2024
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 Vendors 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
|
0.488 in
|
|
Sample 1 Ultimate strength
|
8565.9 psi
|
|
Sample 1 Thickness
|
0.263 in
|
|
Sample 1 Area
|
0.1283 in^2
|
|
Sample 1 Ultimate Strength Actual
|
1099 lbs
|
|
Sample 1 percent elongation
|
9.81 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.488 in
|
|
Sample 2 Thickness
|
0.26 in
|
|
Sample 2 Area
|
0.1269 in^2
|
|
Sample 2 Ultimate strength
|
8660.4 psi
|
|
Sample 2 Ultimate Strength Actual
|
1099 lbs
|
|
Sample 2 percent elongation
|
14.8 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.488 in
|
|
Sample 3 Thickness
|
0.258 in
|
|
Sample 3 Area
|
0.1259 in^2
|
|
Sample 3 Ultimate strength
|
8657.7 psi
|
|
Sample 3 Ultimate Strength Actual
|
1090 lbs
|
|
Sample 3 percent elongation
|
14 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.487 in
|
|
Sample 4 Thickness
|
0.251 in
|
|
Sample 4 Area
|
0.1222 in^2
|
|
Sample 4 Ultimate strength
|
8690.7 psi
|
|
Sample 4 Ultimate Strength Actual
|
1062 lbs
|
|
Sample 4 percent elongation
|
14.4 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.488 in
|
|
Sample 5 Thickness
|
0.26 in
|
|
Sample 5 Area
|
0.1269 in^2
|
|
Sample 5 Ultimate strength
|
8699.8 psi
|
|
Sample 5 Ultimate Strength Actual
|
1104 lbs
|
|
Sample 5 percent elongation
|
19.3 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.488 in
|
|
Sample 6 Thickness
|
0.262 in
|
|
Sample 6 Area
|
0.1279 in^2
|
|
Sample 6 Ultimate strength
|
8686.5 psi
|
|
Sample 6 Ultimate Strength Actual
|
1111 lbs
|
|
Sample 6 percent elongation
|
19.8 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
8660 psi
|
|
Percent Elongation Average
|
15 %
|
DIME Test ID: 2024-04-22-40-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/22/2024
Date Tested: 05/22/2024
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
|
45.3
|
DIME Test ID: 2024-04-22-40-5
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: 04/25/2024
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 Vendors Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1373.8 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
|
686.9 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1516 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
|
758 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1451 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
|
725.5 psi
|
DIME Test ID: 2024-04-22-40-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/22/2024
Date Tested: 04/24/2024
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 Vendors 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
|
100.021 grams
|
|
Weight at 5 minutes
|
99.951 grams
|
|
Weight at 10 minutes
|
99.885 grams
|
|
Weight at 15 minutes
|
99.821 grams
|
|
Weight at 20 minutes
|
99.763 grams
|
|
Weight at 25 minutes
|
99.697 grams
|
|
Weight at 30 minutes
|
99.613 grams
|
|
Final weight
|
99.61 grams
|
|
Total weight loss
|
0.41 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
22.094 grams/m^2
|
