Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213406 DEA: 030F2504 EFIS: 0300000075
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL,SAC-80-R11.1/R11.7,M0.0/M0.5
Work Description: SAC RIVER BOH (BRYTE BEND)
Location Description: SACRAMENTO AND YOLO COUNTIES IN WEST SACRAMENTO AND SACRAMENTO FROM 0.1 MILE WEST OF REED AVENUE UNDERCROSSING TO 0.1 MILE EAST OF SACRAMENTO RIVER BRIDGE AND OVERHEAD
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Ephrem Teweldeberhan Structure Rep.: Brent Bullard
DIME Sample ID: 2021-12-03-9
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: 12/03/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/03/2021
The quantity of what the sample constitutes: 1 Tanker 18 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: 2021-12-03-9-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/27/2021
Date Tested: 12/27/2021
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: 2021-12-03-9-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 12/27/2021
Date Tested: 12/27/2021
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)
|
9
|
DIME Test ID: 2021-12-03-9-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/27/2021
Date Tested: 12/27/2021
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 Supplier 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
|
0.487 in
|
|
Sample 1 Ultimate strength
|
3413.6 psi
|
|
Sample 1 Thickness
|
0.246 in
|
|
Sample 1 Area
|
0.1198 in^2
|
|
Sample 1 Ultimate Strength Actual
|
408.949 lbs
|
|
Sample 1 percent elongation
|
60.52 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.489 in
|
|
Sample 2 Thickness
|
0.253 in
|
|
Sample 2 Area
|
0.1237 in^2
|
|
Sample 2 Ultimate strength
|
3321.8 psi
|
|
Sample 2 Ultimate Strength Actual
|
410.907 lbs
|
|
Sample 2 percent elongation
|
55.71 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.485 in
|
|
Sample 3 Thickness
|
0.254 in
|
|
Sample 3 Area
|
0.1232 in^2
|
|
Sample 3 Ultimate strength
|
3344.8 psi
|
|
Sample 3 Ultimate Strength Actual
|
412.079 lbs
|
|
Sample 3 percent elongation
|
55.2 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.487 in
|
|
Sample 4 Thickness
|
0.256 in
|
|
Sample 4 Area
|
0.1247 in^2
|
|
Sample 4 Ultimate strength
|
3325.4 psi
|
|
Sample 4 Ultimate Strength Actual
|
414.677 lbs
|
|
Sample 4 percent elongation
|
54.23 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.487 in
|
|
Sample 5 Thickness
|
0.254 in
|
|
Sample 5 Area
|
0.1237 in^2
|
|
Sample 5 Ultimate strength
|
3392.9 psi
|
|
Sample 5 Ultimate Strength Actual
|
419.702 lbs
|
|
Sample 5 percent elongation
|
63.54 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3360 psi
|
|
Percent Elongation Average
|
58 %
|
DIME Test ID: 2021-12-03-9-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 12/27/2021
Date Tested: 12/27/2021
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
|
46.55
|
DIME Test ID: 2021-12-03-9-5
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: 12/27/2021
Date Tested: 12/27/2021
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 Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1183.55 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
|
591.774 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1140.14 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
|
570.072 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1118.13 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
|
559.063 psi
|
DIME Test ID: 2021-12-03-9-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 12/27/2021
Date Tested: 12/27/2021
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 Supplier Results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
75 f
|
|
Tare weight
|
0 grams
|
|
Initial weight
|
100 grams
|
|
Weight at 5 minutes
|
99.94 grams
|
|
Weight at 10 minutes
|
99.883 grams
|
|
Weight at 15 minutes
|
99.83 grams
|
|
Weight at 20 minutes
|
99.778 grams
|
|
Weight at 25 minutes
|
99.726 grams
|
|
Weight at 30 minutes
|
99.674 grams
|
|
Final weight
|
99.67 grams
|
|
Total weight loss
|
0.33 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
17.74 grams/m^2
|
