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: 2022-06-22-5
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: 06/22/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2022
The quantity of what the sample constitutes: 36 Totes
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943115
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2022-06-22-5-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/29/2022
Date Tested: 07/07/2022
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: Change Order Requirements: 150-250 cps
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2022-06-22-5-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/29/2022
Date Tested: 07/07/2022
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: Change Order Requirements: 8.58-9.08 pounds per gallon
Test Result Compliance: complies
Additional Comments When Verified:
Density Units
|
pounds/gallons
|
Liquid Density (pounds per gallon)
|
8.7465
|
DIME Test ID: 2022-06-22-5-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/29/2022
Date Tested: 06/24/2022
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 Based on Supplier Results. Change Order Requirements: Minimum 15% Elongation, Minimum 5000 psi Tensile Strength
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
|
7862 psi
|
Sample 1 Thickness
|
0.245 in
|
Sample 1 Area
|
0.1196 in^2
|
Sample 1 Ultimate Strength Actual
|
940.295 lbs
|
Sample 1 percent elongation
|
22.5 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.489 in
|
Sample 2 Thickness
|
0.248 in
|
Sample 2 Area
|
0.1213 in^2
|
Sample 2 Ultimate strength
|
7909 psi
|
Sample 2 Ultimate Strength Actual
|
959.362 lbs
|
Sample 2 percent elongation
|
23.6 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.49 in
|
Sample 3 Thickness
|
0.246 in
|
Sample 3 Area
|
0.1205 in^2
|
Sample 3 Ultimate strength
|
7914 psi
|
Sample 3 Ultimate Strength Actual
|
953.637 lbs
|
Sample 3 percent elongation
|
17.3 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.489 in
|
Sample 4 Thickness
|
0.245 in
|
Sample 4 Area
|
0.1198 in^2
|
Sample 4 Ultimate strength
|
7950 psi
|
Sample 4 Ultimate Strength Actual
|
952.41 lbs
|
Sample 4 percent elongation
|
16.4 %
|
Sample 4 Time
|
0 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
|
7938 psi
|
Sample 5 Ultimate Strength Actual
|
954.941 lbs
|
Sample 5 percent elongation
|
18.7 %
|
Sample 5 Time
|
0 MM:SS
|
Sample 6 Width
|
0.488 in
|
Sample 6 Thickness
|
0.256 in
|
Sample 6 Area
|
0.1249 in^2
|
Sample 6 Ultimate strength
|
7950 psi
|
Sample 6 Ultimate Strength Actual
|
992.955 lbs
|
Sample 6 percent elongation
|
18.1 %
|
Sample 6 Time
|
0 MM:SS
|
Ultimate Strength Average
|
7921 psi
|
Percent Elongation Average
|
19 %
|
DIME Test ID: 2022-06-22-5-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/29/2022
Date Tested: 07/07/2022
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
|
44.6
|
DIME Test ID: 2022-06-22-5-5
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: 07/29/2022
Date Tested: 06/22/2022
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 Based on Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1
|
24hr
|
Maximum applied load (P) for Sample 1
|
1254.42 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
|
627.208 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
1252.11 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
|
626.056 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
889.355 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
|
444.677 psi
|
DIME Test ID: 2022-06-22-5-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/29/2022
Date Tested: 06/21/2022
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 Based on Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid
|
153.9 mm
|
Room Temperature
|
77 f
|
Tare weight
|
0 grams
|
Initial weight
|
100.014 grams
|
Weight at 5 minutes
|
99.908 grams
|
Weight at 10 minutes
|
99.812 grams
|
Weight at 15 minutes
|
99.582 grams
|
Weight at 20 minutes
|
99.451 grams
|
Weight at 25 minutes
|
99.386 grams
|
Weight at 30 minutes
|
99.188 grams
|
Final weight
|
99.19 grams
|
Total weight loss
|
0.82 grams
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
Lid Factor
|
53.757 m^2
|
Volatile emission
|
44.296 grams/m^2
|