Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214117 DEA: 031G5804 EFIS: 0319000043
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA,NEV-80-68.5/69.8,0.0/13.3
Work Description: FURNISH & PLACE POLYESTER CONCRETE INLAY
Location Description: PLACER AND NEVADA COUNTIES IN AND NEAR TRUCKEE FROM TROY UNDERCROSSING TO 0.1 MILE EAST OF DONNER PASS OVERCROSSING
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W 23rd St, Tempe, AZ 85282
Resident Engineer: Randy Stellhorn Structure Rep.: Unknown
DIME Sample ID: 2020-06-01-4
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: 06/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/01/2020
The quantity of what the sample constitutes: 18 totes
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Reichhold
DIME Test ID: 2020-06-01-4-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 06/15/2020
Date Tested: 06/15/2020
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: 2020-06-01-4-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 06/15/2020
Date Tested: 06/15/2020
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)
|
8.91
|
DIME Test ID: 2020-06-01-4-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/15/2020
Date Tested: 06/15/2020
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: Sample 1 not used in average calculation. Thickness tolerance out of spec.
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
|
0.482 in
|
Sample 1 Ultimate strength
|
7135 psi
|
Sample 1 Thickness
|
0.286 in
|
Sample 1 Area
|
0.1379 in^2
|
Sample 1 Ultimate Strength Actual
|
983.9 lbs
|
Sample 1 percent elongation
|
5.1 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.482 in
|
Sample 2 Thickness
|
0.24 in
|
Sample 2 Area
|
0.1157 in^2
|
Sample 2 Ultimate strength
|
7150 psi
|
Sample 2 Ultimate Strength Actual
|
827.3 lbs
|
Sample 2 percent elongation
|
23.8 %
|
Sample 2 Time
|
1 MM:SS
|
Sample 3 Width
|
0.481 in
|
Sample 3 Thickness
|
0.267 in
|
Sample 3 Area
|
0.1284 in^2
|
Sample 3 Ultimate strength
|
7357 psi
|
Sample 3 Ultimate Strength Actual
|
944.6 lbs
|
Sample 3 percent elongation
|
16.5 %
|
Sample 3 Time
|
1 MM:SS
|
Sample 4 Width
|
0.481 in
|
Sample 4 Thickness
|
0.257 in
|
Sample 4 Area
|
0.1236 in^2
|
Sample 4 Ultimate strength
|
7341 psi
|
Sample 4 Ultimate Strength Actual
|
907.4 lbs
|
Sample 4 percent elongation
|
15.9 %
|
Sample 4 Time
|
1 MM:SS
|
Sample 5 Width
|
0.481 in
|
Sample 5 Thickness
|
0.265 in
|
Sample 5 Area
|
0.1275 in^2
|
Sample 5 Ultimate strength
|
7388 psi
|
Sample 5 Ultimate Strength Actual
|
942 lbs
|
Sample 5 percent elongation
|
22.2 %
|
Sample 5 Time
|
1 MM:SS
|
Sample 6 Width
|
0.481 in
|
Sample 6 Thickness
|
0.272 in
|
Sample 6 Area
|
0.1308 in^2
|
Sample 6 Ultimate strength
|
7311 psi
|
Sample 6 Ultimate Strength Actual
|
956.3 lbs
|
Sample 6 percent elongation
|
9.5 %
|
Sample 6 Time
|
0 MM:SS
|
Ultimate Strength Average
|
7309 psi
|
Percent Elongation Average
|
18 %
|
DIME Test ID: 2020-06-01-4-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 06/15/2020
Date Tested: 06/15/2020
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
|
42.5
|
DIME Test ID: 2020-06-01-4-5
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: 06/15/2020
Date Tested: 06/15/2020
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:
Curing history for Sample 1
|
24hr
|
Maximum applied load (P) for Sample 1
|
1261 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
|
630 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
1248 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
|
625 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
1247 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
|
625 psi
|
DIME Test ID: 2020-06-01-4-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 06/15/2020
Date Tested: 06/15/2020
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:
Diameter of lid
|
154.47 mm
|
Room Temperature
|
71.1 f
|
Tare weight
|
no data
|
Initial weight
|
100.5 grams
|
Weight at 5 minutes
|
100.3 grams
|
Weight at 10 minutes
|
100.2 grams
|
Weight at 15 minutes
|
100.1 grams
|
Weight at 20 minutes
|
100.1 grams
|
Weight at 25 minutes
|
100 grams
|
Weight at 30 minutes
|
100 grams
|
Final weight
|
100 grams
|
Total weight loss
|
0.5 grams
|
Calculated radius of gallon can lid in cm
|
7.72 cm
|
Lid Factor
|
53.43 m^2
|
Volatile emission
|
26.72 grams/m^2
|