Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213234 DEA: 060V4704 EFIS: 0616000180
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41,168-Var
Work Description: CONCRETE POLYESTER OVERLAY AND CONSTRUCT APPROACH SLABS.
Location Description: FRESNO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Truesdell Corporation of California Incorporated
Contractor Address: 1310 West 23rd Street, Tempe, AZ 85282
Resident Engineer: Mohammad Samimi Structure Rep.: Unknown
DIME Sample ID: 2019-03-05-13
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: 03/05/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/05/2019
The quantity of what the sample constitutes: 10 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 Reichhold
DIME Test ID: 2019-03-05-13-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 04/25/2019
Date Tested: 04/25/2019
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: 2019-03-05-13-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 04/25/2019
Date Tested: 04/25/2019
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)
|
1.07
|
DIME Test ID: 2019-03-05-13-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 04/25/2019
Date Tested: 04/25/2019
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 4 is destroyed in process
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
|
0.492 in
|
Sample 1 Ultimate strength
|
2576 psi
|
Sample 1 Thickness
|
0.235 in
|
Sample 1 Area
|
0.1156 in^2
|
Sample 1 Ultimate Strength Actual
|
297.8 lbs
|
Sample 1 percent elongation
|
49.3 %
|
Sample 1 Time
|
3 MM:SS
|
Sample 2 Width
|
0.493 in
|
Sample 2 Thickness
|
0.241 in
|
Sample 2 Area
|
0.1156 in^2
|
Sample 2 Ultimate strength
|
2687 psi
|
Sample 2 Ultimate Strength Actual
|
319.2 lbs
|
Sample 2 percent elongation
|
54.1 %
|
Sample 2 Time
|
4 MM:SS
|
Sample 3 Width
|
0.492 in
|
Sample 3 Thickness
|
0.25 in
|
Sample 3 Area
|
0.123 in^2
|
Sample 3 Ultimate strength
|
2628 psi
|
Sample 3 Ultimate Strength Actual
|
323.3 lbs
|
Sample 3 percent elongation
|
48.6 %
|
Sample 3 Time
|
3 MM:SS
|
Sample 4 Width
|
0.493 in
|
Sample 4 Thickness
|
0.25 in
|
Sample 4 Area
|
0.123 in^2
|
Sample 4 Ultimate strength
|
0 psi
|
Sample 4 Ultimate Strength Actual
|
0 lbs
|
Sample 4 percent elongation
|
0 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.493 in
|
Sample 5 Thickness
|
0.248 in
|
Sample 5 Area
|
0.1222 in^2
|
Sample 5 Ultimate strength
|
2653 psi
|
Sample 5 Ultimate Strength Actual
|
324.5 lbs
|
Sample 5 percent elongation
|
53.8 %
|
Sample 5 Time
|
4 MM:SS
|
Sample 6 Width
|
0.492 in
|
Sample 6 Thickness
|
0.252 in
|
Sample 6 Area
|
0.1239 in^2
|
Sample 6 Ultimate strength
|
2703 psi
|
Sample 6 Ultimate Strength Actual
|
335.2 lbs
|
Sample 6 percent elongation
|
56.3 %
|
Sample 6 Time
|
4 MM:SS
|
Ultimate Strength Average
|
2650 psi
|
Percent Elongation Average
|
52.42 %
|
DIME Test ID: 2019-03-05-13-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 04/25/2019
Date Tested: 04/25/2019
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
|
46
|
DIME Test ID: 2019-03-05-13-5
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: 04/25/2019
Date Tested: 04/25/2019
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: no bond on sample 3
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1
|
24hr
|
Maximum applied load (P) for Sample 1
|
968 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
|
484 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
1040 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
|
520 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
0 lb
|
Span length for Sample 3
|
9 in
|
Break location for Sample 3
|
bond
|
Specimen defects/notes for Sample 3
|
no bond
|
Surface type for Sample 3
|
SSD
|
Modulus of rupture (R) for Sample 3
|
0 psi
|
DIME Test ID: 2019-03-05-13-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 04/25/2019
Date Tested: 04/25/2019
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
|
153.9 mm
|
Room Temperature
|
72.1 f
|
Tare weight
|
0 grams
|
Initial weight
|
100 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
|
99.6 grams
|
Final weight
|
99.6 grams
|
Total weight loss
|
0.4 grams
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
Lid Factor
|
53.76 m^2
|
Volatile emission
|
21.5 grams/m^2
|