Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215254 DEA: 031G5104 EFIS: 0318000313
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT,COL,GLE,SUT,YOL-5,32,70,80,162-VAR
Work Description: REMOVE & PLACE POLYESTER CONC OVERLAY, PLACE JOINT SEAL & HMA.
Location Description: BUTTE, COLUSA, GLENN, SUTTER, AND YOLO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORP OF CALIFORNIA INC
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: Selvendran Manoharan Structure Rep.: Unknown
DIME Sample ID: 2021-03-25-9
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: 03/25/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/25/2021
The quantity of what the sample constitutes: 8 tankers
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 Polynt
DIME Test ID: 2021-03-25-9-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/04/2021
Date Tested: 05/04/2021
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 Vendor Results
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2021-03-25-9-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/04/2021
Date Tested: 05/04/2021
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 Vendor Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
8.99
|
DIME Test ID: 2021-03-25-9-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/19/2021
Date Tested: 04/06/2021
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:
|
Number of specimens tested
|
5
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.491 in
|
|
Sample 1 Ultimate strength
|
3031.4 psi
|
|
Sample 1 Thickness
|
0.227 in
|
|
Sample 1 Area
|
0.1115 in^2
|
|
Sample 1 Ultimate Strength Actual
|
338 lbs
|
|
Sample 1 percent elongation
|
50.6 %
|
|
Sample 1 Time
|
3 MM:SS
|
|
Sample 2 Width
|
0.49 in
|
|
Sample 2 Thickness
|
0.228 in
|
|
Sample 2 Area
|
0.1117 in^2
|
|
Sample 2 Ultimate strength
|
3172.8 psi
|
|
Sample 2 Ultimate Strength Actual
|
354.4 lbs
|
|
Sample 2 percent elongation
|
41.8 %
|
|
Sample 2 Time
|
3 MM:SS
|
|
Sample 3 Width
|
0.491 in
|
|
Sample 3 Thickness
|
0.232 in
|
|
Sample 3 Area
|
0.1139 in^2
|
|
Sample 3 Ultimate strength
|
3108.9 psi
|
|
Sample 3 Ultimate Strength Actual
|
354.1 lbs
|
|
Sample 3 percent elongation
|
54.3 %
|
|
Sample 3 Time
|
3 MM:SS
|
|
Sample 4 Width
|
0.49 in
|
|
Sample 4 Thickness
|
0.235 in
|
|
Sample 4 Area
|
0.1152 in^2
|
|
Sample 4 Ultimate strength
|
3161.5 psi
|
|
Sample 4 Ultimate Strength Actual
|
364.2 lbs
|
|
Sample 4 percent elongation
|
54.7 %
|
|
Sample 4 Time
|
3 MM:SS
|
|
Sample 5 Width
|
0.491 in
|
|
Sample 5 Thickness
|
0.234 in
|
|
Sample 5 Area
|
0.1149 in^2
|
|
Sample 5 Ultimate strength
|
3281.1 psi
|
|
Sample 5 Ultimate Strength Actual
|
377 lbs
|
|
Sample 5 percent elongation
|
68.4 %
|
|
Sample 5 Time
|
3 MM:SS
|
|
Ultimate Strength Average
|
3151 psi
|
|
Percent Elongation Average
|
54 %
|
DIME Test ID: 2021-03-25-9-4
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: 05/04/2021
Date Tested: 05/04/2021
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 Vendor Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1595.7 lb
|
|
Span length for Sample 1
|
9 in
|
|
Break location for Sample 1
|
PCC
|
|
Specimen defects/notes for Sample 1
|
no data
|
|
Surface type for Sample 1
|
SSD
|
|
Modulus of rupture (R) for Sample 1
|
797.85 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1829.9 lb
|
|
Span length for Sample 2
|
9 in
|
|
Break location for Sample 2
|
PCC
|
|
Specimen defects/notes for Sample 2
|
no data
|
|
Surface type for Sample 2
|
SSD
|
|
Modulus of rupture (R) for Sample 2
|
914.95 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1644 lb
|
|
Span length for Sample 3
|
9 in
|
|
Break location for Sample 3
|
PCC
|
|
Specimen defects/notes for Sample 3
|
no data
|
|
Surface type for Sample 3
|
SSD
|
|
Modulus of rupture (R) for Sample 3
|
822 psi
|
DIME Test ID: 2021-03-25-9-5
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/04/2021
Date Tested: 05/04/2021
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
|
154.98 mm
|
|
Room Temperature
|
72.3 f
|
|
Tare weight
|
0 grams
|
|
Initial weight
|
100.1 grams
|
|
Weight at 5 minutes
|
100 grams
|
|
Weight at 10 minutes
|
99.9 grams
|
|
Weight at 15 minutes
|
99.8 grams
|
|
Weight at 20 minutes
|
99.7 grams
|
|
Weight at 25 minutes
|
99.6 grams
|
|
Weight at 30 minutes
|
99.5 grams
|
|
Final weight
|
99.5 grams
|
|
Total weight loss
|
0.6 grams
|
|
Calculated radius of gallon can lid in cm
|
7.749 cm
|
|
Lid Factor
|
53.01 m^2
|
|
Volatile emission
|
31.806 grams/m^2
|
DIME Test ID: 2021-03-25-9-6
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/04/2021
Date Tested: 05/04/2021
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 Vendor Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
45.5
|
