Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993907 DEA: 061E2004 EFIS: 0621000225
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99,152-24.8,7.3
Work Description: REPAIR BRIDGE DECK AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: MADERA COUNTY NEAR CHOWCHILLA ON ROUTE 99 AT BERENDA SLOUGH BRIDGE AND ON ROUTE 152 AT ASH SLOUGH BRIDGE
Contractor Name: VELARDE CONCRETE CONSTRUCTION
Contractor Address: 523 SOUTH BRAND BOULEVARD, SAN FERNANDO, CA 91340
Resident Engineer: Victor Shaw Structure Rep.: Unknown
DIME Sample ID: 2022-09-15-86
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: 09/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2022
The quantity of what the sample constitutes: 16 totes
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943760
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2022-09-15-86-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/29/2023
Date Tested: 12/02/2022
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: 2022-09-15-86-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/29/2023
Date Tested: 12/02/2022
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: 2022-09-15-86-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/29/2023
Date Tested: 09/21/2022
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 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
|
0.487 in
|
|
Sample 1 Ultimate strength
|
3325.1 psi
|
|
Sample 1 Thickness
|
0.25 in
|
|
Sample 1 Area
|
0.1218 in^2
|
|
Sample 1 Ultimate Strength Actual
|
405 lbs
|
|
Sample 1 percent elongation
|
61.3 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.487 in
|
|
Sample 2 Thickness
|
0.253 in
|
|
Sample 2 Area
|
0.1232 in^2
|
|
Sample 2 Ultimate strength
|
3888.8 psi
|
|
Sample 2 Ultimate Strength Actual
|
479.1 lbs
|
|
Sample 2 percent elongation
|
73.9 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.487 in
|
|
Sample 3 Thickness
|
0.253 in
|
|
Sample 3 Area
|
0.1232 in^2
|
|
Sample 3 Ultimate strength
|
3556 psi
|
|
Sample 3 Ultimate Strength Actual
|
438.1 lbs
|
|
Sample 3 percent elongation
|
67.6 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.487 in
|
|
Sample 4 Thickness
|
0.251 in
|
|
Sample 4 Area
|
0.1222 in^2
|
|
Sample 4 Ultimate strength
|
3467.3 psi
|
|
Sample 4 Ultimate Strength Actual
|
423.7 lbs
|
|
Sample 4 percent elongation
|
65.6 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.487 in
|
|
Sample 5 Thickness
|
0.25 in
|
|
Sample 5 Area
|
0.1218 in^2
|
|
Sample 5 Ultimate strength
|
3460.6 psi
|
|
Sample 5 Ultimate Strength Actual
|
421.5 lbs
|
|
Sample 5 percent elongation
|
65.1 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.486 in
|
|
Sample 6 Thickness
|
0.262 in
|
|
Sample 6 Area
|
0.1273 in^2
|
|
Sample 6 Ultimate strength
|
3520 psi
|
|
Sample 6 Ultimate Strength Actual
|
448.1 lbs
|
|
Sample 6 percent elongation
|
68.3 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3536 psi
|
|
Percent Elongation Average
|
67 %
|
DIME Test ID: 2022-09-15-86-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/29/2023
Date Tested: 12/02/2022
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
|
43.7
|
DIME Test ID: 2022-09-15-86-5
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: 03/29/2023
Date Tested: 11/23/2022
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 vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1508 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
|
754 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1228 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
|
614 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
2060 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
|
1030 psi
|
DIME Test ID: 2022-09-15-86-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/29/2023
Date Tested: 11/21/2022
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 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
|
99.94 grams
|
|
Weight at 10 minutes
|
99.813 grams
|
|
Weight at 15 minutes
|
99.686 grams
|
|
Weight at 20 minutes
|
99.555 grams
|
|
Weight at 25 minutes
|
99.43 grams
|
|
Weight at 30 minutes
|
99.297 grams
|
|
Final weight
|
99.3 grams
|
|
Total weight loss
|
0.76 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
40.855 grams/m^2
|
