*Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Sample Record for 2020-06-01-4


Project Information

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
Resident Engineer: Randy Stellhorn Structure Rep.: Unknown

Sample Information

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:

Material Information

Mfg. Lot Number(s): 1250508
Batch number: 1250508
Mix number: 1250508

Test Results

Test 1 of 6

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 Blvd
Test General Comments:
Additional Comments When Verified:
Viscosity 200

Test Results

Test 2 of 6

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 Blvd
Test General Comments:
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.91

Test Results

Test 3 of 6

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 Blvd
Test General Comments: Sample 1 not used in average calculation. Thickness tolerance out of spec.
Additional Comments When Verified:
Conditioning procedure 18/25/50+5/70
Number of specimens tested 6
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 %

Test Results

Test 4 of 6

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 Blvd
Test General Comments:
Additional Comments When Verified:
Mean of two volatile content determination 42.5

Test Results

Test 5 of 6

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 Blvd
Test General Comments:
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

Test Results

Test 6 of 6

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 Blvd
Test General Comments:
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