Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215417 DEA: 101K9304 EFIS: 1020000014
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-VAR,580-VAR
Work Description: BRIDGE DECKS INVESTIGATION AND REHABILITATION IN AND NEAR TRACY
Location Description: SJ CTY IN & NEAR TRACY FROM GAFFERY RD TO EAST MIDWAY
Contractor Name: Meyers & Sons
Contractor Address: Unknown
Resident Engineer: Bal Bahadur Paul Structure Rep.: Ron Matin
DIME Sample ID: 2021-09-29-5
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: 09/29/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2021
The quantity of what the sample constitutes: 2 tankers
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: 2021-09-29-5-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/15/2021
Date Tested: 10/15/2021
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: 2021-09-29-5-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/15/2021
Date Tested: 10/15/2021
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)
|
8.9964
|
DIME Test ID: 2021-09-29-5-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/15/2021
Date Tested: 10/15/2021
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
|
0.486 in
|
|
Sample 1 Ultimate strength
|
3504.7 psi
|
|
Sample 1 Thickness
|
0.245 in
|
|
Sample 1 Area
|
0.1191 in^2
|
|
Sample 1 Ultimate Strength Actual
|
417.41 lbs
|
|
Sample 1 percent elongation
|
67.73 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.486 in
|
|
Sample 2 Thickness
|
0.243 in
|
|
Sample 2 Area
|
0.1181 in^2
|
|
Sample 2 Ultimate strength
|
3170.3 psi
|
|
Sample 2 Ultimate Strength Actual
|
374.412 lbs
|
|
Sample 2 percent elongation
|
58.97 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.486 in
|
|
Sample 3 Thickness
|
0.244 in
|
|
Sample 3 Area
|
0.1186 in^2
|
|
Sample 3 Ultimate strength
|
3620 psi
|
|
Sample 3 Ultimate Strength Actual
|
429.332 lbs
|
|
Sample 3 percent elongation
|
70.38 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.486 in
|
|
Sample 4 Thickness
|
0.244 in
|
|
Sample 4 Area
|
0.1186 in^2
|
|
Sample 4 Ultimate strength
|
3469.3 psi
|
|
Sample 4 Ultimate Strength Actual
|
411.459 lbs
|
|
Sample 4 percent elongation
|
67.12 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.486 in
|
|
Sample 5 Thickness
|
0.251 in
|
|
Sample 5 Area
|
0.122 in^2
|
|
Sample 5 Ultimate strength
|
3387.5 psi
|
|
Sample 5 Ultimate Strength Actual
|
413.275 lbs
|
|
Sample 5 percent elongation
|
65.33 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3430 psi
|
|
Percent Elongation Average
|
66 %
|
DIME Test ID: 2021-09-29-5-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/15/2021
Date Tested: 10/15/2021
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
|
DIME Test ID: 2021-09-29-5-5
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: 10/15/2021
Date Tested: 10/15/2021
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
|
2025.93 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
|
1012.96 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
2040.01 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
|
1020.01 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1664.23 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
|
832.113 psi
|
DIME Test ID: 2021-09-29-5-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/15/2021
Date Tested: 10/15/2021
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
|
99.934 grams
|
|
Weight at 10 minutes
|
99.858 grams
|
|
Weight at 15 minutes
|
99.805 grams
|
|
Weight at 20 minutes
|
99.736 grams
|
|
Weight at 25 minutes
|
99.641 grams
|
|
Weight at 30 minutes
|
99.565 grams
|
|
Final weight
|
99.57 grams
|
|
Total weight loss
|
0.43 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
23.116 grams/m^2
|
