Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215681 DEA: 031G7604 EFIS: 0319000240
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA,NEV-20,80-VAR
Work Description: Remove, furnish and place polyester concrete overlay
Location Description: 03-Pla,Nev-20, 80-VAR
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Tad Sampson Structure Rep.: Carl Anderson
DIME Sample ID: 2021-08-31-28
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: 08/31/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2021
The quantity of what the sample constitutes: 2 Tankers 35 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 Polynt
DIME Test ID: 2021-08-31-28-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/30/2021
Date Tested: 09/30/2021
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:
DIME Test ID: 2021-08-31-28-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/30/2021
Date Tested: 09/30/2021
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:
Density Units
|
pounds/gallons
|
Liquid Density (pounds per gallon)
|
8.9131
|
DIME Test ID: 2021-08-31-28-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/30/2021
Date Tested: 09/30/2021
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
|
0.488 in
|
Sample 1 Ultimate strength
|
8156.3 psi
|
Sample 1 Thickness
|
0.25 in
|
Sample 1 Area
|
0.122 in^2
|
Sample 1 Ultimate Strength Actual
|
995.069 lbs
|
Sample 1 percent elongation
|
22.89 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.488 in
|
Sample 2 Thickness
|
0.248 in
|
Sample 2 Area
|
0.121 in^2
|
Sample 2 Ultimate strength
|
8274.6 psi
|
Sample 2 Ultimate Strength Actual
|
1001.23 lbs
|
Sample 2 percent elongation
|
34.71 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.489 in
|
Sample 3 Thickness
|
0.247 in
|
Sample 3 Area
|
0.1208 in^2
|
Sample 3 Ultimate strength
|
8267.8 psi
|
Sample 3 Ultimate Strength Actual
|
998.75 lbs
|
Sample 3 percent elongation
|
31.91 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.488 in
|
Sample 4 Thickness
|
0.248 in
|
Sample 4 Area
|
0.121 in^2
|
Sample 4 Ultimate strength
|
8272.7 psi
|
Sample 4 Ultimate Strength Actual
|
1001 lbs
|
Sample 4 percent elongation
|
28.06 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.489 in
|
Sample 5 Thickness
|
0.245 in
|
Sample 5 Area
|
0.1198 in^2
|
Sample 5 Ultimate strength
|
8262.9 psi
|
Sample 5 Ultimate Strength Actual
|
989.895 lbs
|
Sample 5 percent elongation
|
23.6 %
|
Sample 5 Time
|
0 MM:SS
|
Sample 6 Width
|
0.488 in
|
Sample 6 Thickness
|
0.243 in
|
Sample 6 Area
|
0.1186 in^2
|
Sample 6 Ultimate strength
|
8294.5 psi
|
Sample 6 Ultimate Strength Actual
|
983.728 lbs
|
Sample 6 percent elongation
|
23.08 %
|
Sample 6 Time
|
0 MM:SS
|
Ultimate Strength Average
|
8255 psi
|
Percent Elongation Average
|
27 %
|
DIME Test ID: 2021-08-31-28-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/30/2021
Date Tested: 09/30/2021
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:
Mean of two volatile content determination
|
44
|
DIME Test ID: 2021-08-31-28-5
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: 09/30/2021
Date Tested: 09/30/2021
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
|
1896.87 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
|
948.435 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
1863.77 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
|
931.885 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
922.75 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
|
461.375 psi
|
DIME Test ID: 2021-08-31-28-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/30/2021
Date Tested: 09/30/2021
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
|
155 mm
|
Room Temperature
|
71.9 f
|
Tare weight
|
0 grams
|
Initial weight
|
100.08 grams
|
Weight at 5 minutes
|
100.02 grams
|
Weight at 10 minutes
|
99.96 grams
|
Weight at 15 minutes
|
99.89 grams
|
Weight at 20 minutes
|
99.82 grams
|
Weight at 25 minutes
|
99.74 grams
|
Weight at 30 minutes
|
99.67 grams
|
Final weight
|
99.67 grams
|
Total weight loss
|
0.41 grams
|
Calculated radius of gallon can lid in cm
|
7.75 cm
|
Lid Factor
|
52.996 m^2
|
Volatile emission
|
21.728 grams/m^2
|