Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215621 DEA: 010J8704 EFIS: 0119000117
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101,271-VAR
Work Description: PLACE HMA, POLYESTER CONCRETE OVERLAY AND COLD PLANE.
Location Description: MENDOCINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORP OF CALIFORNIA INC
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: Mike Anderson Structure Rep.: Kari Forbes
DIME Sample ID: 2021-09-20-25
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: 09/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/20/2021
The quantity of what the sample constitutes: 2 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: 2021-09-20-25-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/29/2021
Date Tested: 09/29/2021
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 Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2021-09-20-25-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/29/2021
Date Tested: 09/29/2021
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 Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
8.9964
|
DIME Test ID: 2021-09-20-25-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/29/2021
Date Tested: 09/29/2021
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 Based On Vendor 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
|
0.485 in
|
|
Sample 1 Ultimate strength
|
3548.6 psi
|
|
Sample 1 Thickness
|
0.248 in
|
|
Sample 1 Area
|
0.1203 in^2
|
|
Sample 1 Ultimate Strength Actual
|
426.897 lbs
|
|
Sample 1 percent elongation
|
67.61 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.485 in
|
|
Sample 2 Thickness
|
0.255 in
|
|
Sample 2 Area
|
0.1237 in^2
|
|
Sample 2 Ultimate strength
|
3247 psi
|
|
Sample 2 Ultimate Strength Actual
|
401.654 lbs
|
|
Sample 2 percent elongation
|
62.12 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.485 in
|
|
Sample 3 Thickness
|
0.25 in
|
|
Sample 3 Area
|
0.1213 in^2
|
|
Sample 3 Ultimate strength
|
3392 psi
|
|
Sample 3 Ultimate Strength Actual
|
411.45 lbs
|
|
Sample 3 percent elongation
|
65.3 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.486 in
|
|
Sample 4 Thickness
|
0.251 in
|
|
Sample 4 Area
|
0.122 in^2
|
|
Sample 4 Ultimate strength
|
3436.8 psi
|
|
Sample 4 Ultimate Strength Actual
|
419.29 lbs
|
|
Sample 4 percent elongation
|
66.02 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.486 in
|
|
Sample 5 Thickness
|
0.25 in
|
|
Sample 5 Area
|
0.1215 in^2
|
|
Sample 5 Ultimate strength
|
3490.7 psi
|
|
Sample 5 Ultimate Strength Actual
|
424.12 lbs
|
|
Sample 5 percent elongation
|
67.37 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Sample 6 Width
|
0.485 in
|
|
Sample 6 Thickness
|
0.251 in
|
|
Sample 6 Area
|
0.1217 in^2
|
|
Sample 6 Ultimate strength
|
3550 psi
|
|
Sample 6 Ultimate Strength Actual
|
432.035 lbs
|
|
Sample 6 percent elongation
|
68.59 %
|
|
Sample 6 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3444 psi
|
|
Percent Elongation Average
|
66 %
|
DIME Test ID: 2021-09-20-25-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/29/2021
Date Tested: 09/29/2021
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 Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
45.8
|
DIME Test ID: 2021-09-20-25-5
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: 09/29/2021
Date Tested: 09/29/2021
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 Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1909.58 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
|
954.79 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1839.11 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
|
919.555 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1763.79 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
|
881.895 psi
|
DIME Test ID: 2021-09-20-25-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/29/2021
Date Tested: 09/29/2021
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 Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
75 f
|
|
Tare weight
|
0 grams
|
|
Initial weight
|
100 grams
|
|
Weight at 5 minutes
|
99.89 grams
|
|
Weight at 10 minutes
|
99.828 grams
|
|
Weight at 15 minutes
|
99.77 grams
|
|
Weight at 20 minutes
|
99.66 grams
|
|
Weight at 25 minutes
|
99.569 grams
|
|
Weight at 30 minutes
|
99.512 grams
|
|
Final weight
|
99.51 grams
|
|
Total weight loss
|
0.49 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
26.341 grams/m^2
|
