Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995485 DEA: 031H1304 EFIS: 0316000059
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,SAC-12-0/0.7
Work Description: PLACE POLYESTER CONCRETE OVERLAY AND REPLACE BRIDGE RAILING.
Location Description: SOLANO AND SACRAMENTO COUNTIES IN AND NEAR RIO VISTA FROM VIRGINIA DRIVE TO ROUTE 160
Contractor Name: GOLDEN STATE BRIDGE, INC.
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Richard Kaufman Structure Rep.: Elaine Yip
DIME Sample ID: 2024-09-29-3
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: 09/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2024
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000133KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-09-29-3-1
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/30/2024
Date Tested: 10/04/2024
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted Vendor's 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
|
0.486 in
|
|
Sample 1 Ultimate strength
|
2771 psi
|
|
Sample 1 Thickness
|
0.243 in
|
|
Sample 1 Area
|
0.1181 in^2
|
|
Sample 1 Ultimate Strength Actual
|
327.255 lbs
|
|
Sample 1 percent elongation
|
63.5 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.487 in
|
|
Sample 2 Thickness
|
0.243 in
|
|
Sample 2 Area
|
0.1183 in^2
|
|
Sample 2 Ultimate strength
|
2549.2 psi
|
|
Sample 2 Ultimate Strength Actual
|
301.57 lbs
|
|
Sample 2 percent elongation
|
53.7 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.486 in
|
|
Sample 3 Thickness
|
0.248 in
|
|
Sample 3 Area
|
0.1205 in^2
|
|
Sample 3 Ultimate strength
|
2778 psi
|
|
Sample 3 Ultimate Strength Actual
|
334.749 lbs
|
|
Sample 3 percent elongation
|
64.8 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.486 in
|
|
Sample 4 Thickness
|
0.241 in
|
|
Sample 4 Area
|
0.1171 in^2
|
|
Sample 4 Ultimate strength
|
3099 psi
|
|
Sample 4 Ultimate Strength Actual
|
362.893 lbs
|
|
Sample 4 percent elongation
|
74.6 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.486 in
|
|
Sample 5 Thickness
|
0.247 in
|
|
Sample 5 Area
|
0.12 in^2
|
|
Sample 5 Ultimate strength
|
2836 psi
|
|
Sample 5 Ultimate Strength Actual
|
340.32 lbs
|
|
Sample 5 percent elongation
|
66.8 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.486 in
|
|
Sample 6 Thickness
|
0.247 in
|
|
Sample 6 Area
|
0.12 in^2
|
|
Sample 6 Ultimate strength
|
3002 psi
|
|
Sample 6 Ultimate Strength Actual
|
360.24 lbs
|
|
Sample 6 percent elongation
|
72.5 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
2839 psi
|
|
Percent Elongation Average
|
66 %
|
DIME Test ID: 2024-09-29-3-2
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: 12/30/2024
Date Tested: 10/03/2024
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1070.19 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
|
535.094 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1120.66 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
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SSD
|
|
Modulus of rupture (R) for Sample 2
|
560.329 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1333.56 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
|
666.781 psi
|
DIME Test ID: 2024-09-29-3-3
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 12/30/2024
Date Tested: 10/02/2024
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
77 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.06 grams
|
|
Weight at 5 minutes
|
99.985 grams
|
|
Weight at 10 minutes
|
99.932 grams
|
|
Weight at 15 minutes
|
99.873 grams
|
|
Weight at 20 minutes
|
99.81 grams
|
|
Weight at 25 minutes
|
99.747 grams
|
|
Weight at 30 minutes
|
99.684 grams
|
|
Final weight
|
99.68 grams
|
|
Total weight loss
|
0.38 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
20.428 grams/m^2
|
DIME Test ID: 2024-09-29-3-4
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/01/2025
Date Tested: 04/28/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2024-09-29-3-5
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/01/2025
Date Tested: 04/28/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2024-09-29-3-6
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/01/2025
Date Tested: 04/28/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
46
|
