Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-L0.2/R6.1
Work Description: Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location Description: FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Contractor Name: FLATIRON WEST INC
Contractor Address: 2100 Goodyear Rd., Benicia, CA 94510
Resident Engineer: John Ruzic Structure Rep.: Conor Hennessy
DIME Sample ID: 2025-05-29-66
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: 05/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2025
The quantity of what the sample constitutes: 34 Totes
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000163KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2025-05-29-66-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/25/2025
Date Tested: 07/17/2025
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: 2025-05-29-66-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/25/2025
Date Tested: 07/17/2025
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: 2025-05-29-66-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/25/2025
Date Tested: 07/11/2025
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:
|
Number of specimens tested
|
6
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.505 in
|
|
Sample 1 Ultimate strength
|
2708.2 psi
|
|
Sample 1 Thickness
|
0.245 in
|
|
Sample 1 Area
|
0.1237 in^2
|
|
Sample 1 Ultimate Strength Actual
|
335 lbs
|
|
Sample 1 percent elongation
|
56 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.528 in
|
|
Sample 2 Thickness
|
0.253 in
|
|
Sample 2 Area
|
0.1336 in^2
|
|
Sample 2 Ultimate strength
|
2791.9 psi
|
|
Sample 2 Ultimate Strength Actual
|
373 lbs
|
|
Sample 2 percent elongation
|
59 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.511 in
|
|
Sample 3 Thickness
|
0.23 in
|
|
Sample 3 Area
|
0.1175 in^2
|
|
Sample 3 Ultimate strength
|
2646.8 psi
|
|
Sample 3 Ultimate Strength Actual
|
311 lbs
|
|
Sample 3 percent elongation
|
50 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.512 in
|
|
Sample 4 Thickness
|
0.248 in
|
|
Sample 4 Area
|
0.127 in^2
|
|
Sample 4 Ultimate strength
|
2748 psi
|
|
Sample 4 Ultimate Strength Actual
|
349 lbs
|
|
Sample 4 percent elongation
|
53 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.512 in
|
|
Sample 5 Thickness
|
0.235 in
|
|
Sample 5 Area
|
0.1203 in^2
|
|
Sample 5 Ultimate strength
|
2909.4 psi
|
|
Sample 5 Ultimate Strength Actual
|
350 lbs
|
|
Sample 5 percent elongation
|
61 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.505 in
|
|
Sample 6 Thickness
|
0.228 in
|
|
Sample 6 Area
|
0.1151 in^2
|
|
Sample 6 Ultimate strength
|
2597.7 psi
|
|
Sample 6 Ultimate Strength Actual
|
299 lbs
|
|
Sample 6 percent elongation
|
47 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
2734 psi
|
|
Percent Elongation Average
|
54 %
|
DIME Test ID: 2025-05-29-66-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/25/2025
Date Tested: 07/17/2025
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
|
46
|
DIME Test ID: 2025-05-29-66-5
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: 07/25/2025
Date Tested: 06/06/2025
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: Accepted supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1166 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
|
583 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
|
1098 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
|
549 psi
|
DIME Test ID: 2025-05-29-66-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/25/2025
Date Tested: 07/17/2025
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:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
74 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.02 grams
|
|
Weight at 5 minutes
|
99.81 grams
|
|
Weight at 10 minutes
|
99.65 grams
|
|
Weight at 15 minutes
|
99.48 grams
|
|
Weight at 20 minutes
|
99.53 grams
|
|
Weight at 25 minutes
|
99.17 grams
|
|
Weight at 30 minutes
|
99.01 grams
|
|
Final weight
|
99.01 grams
|
|
Total weight loss
|
1.01 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
54.295 grams/m^2
|
