Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000283 DEA: 040Y7904 EFIS: 0422000340
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12,37,80,113,505,780-Var
Work Description: PLACE POLYESTER CONCRETE OVERLAY, & REPLACE JOINT SEAL.
Location Description: SOLANO COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Avenue, Sacramento, CA 95838
Resident Engineer: Asadullah Sarwary Structure Rep.: Aaron Bennett
DIME Sample ID: 2024-11-14-48
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: 11/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2024
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: 000145KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-11-14-48-1
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/31/2024
Date Tested: 12/01/2024
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
|
5
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.482 in
|
|
Sample 1 Ultimate strength
|
3424 psi
|
|
Sample 1 Thickness
|
0.265 in
|
|
Sample 1 Area
|
0.1277 in^2
|
|
Sample 1 Ultimate Strength Actual
|
437.245 lbs
|
|
Sample 1 percent elongation
|
56.08 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.482 in
|
|
Sample 2 Thickness
|
0.267 in
|
|
Sample 2 Area
|
0.1287 in^2
|
|
Sample 2 Ultimate strength
|
3430 psi
|
|
Sample 2 Ultimate Strength Actual
|
441.441 lbs
|
|
Sample 2 percent elongation
|
47.14 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.481 in
|
|
Sample 3 Thickness
|
0.252 in
|
|
Sample 3 Area
|
0.1212 in^2
|
|
Sample 3 Ultimate strength
|
3441 psi
|
|
Sample 3 Ultimate Strength Actual
|
417.049 lbs
|
|
Sample 3 percent elongation
|
49.57 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.481 in
|
|
Sample 4 Thickness
|
0.261 in
|
|
Sample 4 Area
|
0.1255 in^2
|
|
Sample 4 Ultimate strength
|
3397 psi
|
|
Sample 4 Ultimate Strength Actual
|
426.323 lbs
|
|
Sample 4 percent elongation
|
55.96 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.481 in
|
|
Sample 5 Thickness
|
0.256 in
|
|
Sample 5 Area
|
0.1231 in^2
|
|
Sample 5 Ultimate strength
|
3408 psi
|
|
Sample 5 Ultimate Strength Actual
|
419.525 lbs
|
|
Sample 5 percent elongation
|
55.83 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3420 psi
|
|
Percent Elongation Average
|
53 %
|
DIME Test ID: 2024-11-14-48-2
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: 12/31/2024
Date Tested: 11/21/2024
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
|
1312.36 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
|
656.181 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1368.44 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
|
684.22 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1629.15 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
|
814.574 psi
|
DIME Test ID: 2024-11-14-48-3
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 12/31/2024
Date Tested: 11/20/2024
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
|
78 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.024 grams
|
|
Weight at 5 minutes
|
99.929 grams
|
|
Weight at 10 minutes
|
99.817 grams
|
|
Weight at 15 minutes
|
99.705 grams
|
|
Weight at 20 minutes
|
99.601 grams
|
|
Weight at 25 minutes
|
99.49 grams
|
|
Weight at 30 minutes
|
99.378 grams
|
|
Final weight
|
99.38 grams
|
|
Total weight loss
|
0.64 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
34.62 grams/m^2
|
DIME Test ID: 2024-11-14-48-4
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 06/18/2025
Date Tested: 06/17/2025
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: 2024-11-14-48-5
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 06/18/2025
Date Tested: 06/17/2025
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: 2024-11-14-48-6
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 06/18/2025
Date Tested: 06/17/2025
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
|
45
|
