Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995045 DEA: 044Y9904 EFIS: 0423000474
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-580-1.3
Work Description:
Location Description:
Contractor Name: Santamaria Concrete Inc. (Alexander Santamaria)
Contractor Address: 785 Lincoln Avenue, San Jose, CA 95126
Resident Engineer: Ramin Kalantari Structure Rep.: Rommoney Wu
DIME Sample ID: 2023-05-13-13
TL Number from the TL Form: 23-102
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Quality Assurance
Type of Material: Polyester
Sample Taken Date: 05/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2023
The quantity of what the sample constitutes: 1 gallon can
A brief description of the sample: Polyester Resin
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sika
DIME Test ID: 2023-05-13-13-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/06/2023
Date Tested: 10/04/2023
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: 2023-05-13-13-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/06/2023
Date Tested: 10/04/2023
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: 2023-05-13-13-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/06/2023
Date Tested: 03/02/2023
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
|
5
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.5 in
|
|
Sample 1 Ultimate strength
|
2680 psi
|
|
Sample 1 Thickness
|
0.2 in
|
|
Sample 1 Area
|
0.1 in^2
|
|
Sample 1 Ultimate Strength Actual
|
268 lbs
|
|
Sample 1 percent elongation
|
39.5 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.5 in
|
|
Sample 2 Thickness
|
0.194 in
|
|
Sample 2 Area
|
0.097 in^2
|
|
Sample 2 Ultimate strength
|
2790 psi
|
|
Sample 2 Ultimate Strength Actual
|
270.63 lbs
|
|
Sample 2 percent elongation
|
39.4 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.5 in
|
|
Sample 3 Thickness
|
0.182 in
|
|
Sample 3 Area
|
0.091 in^2
|
|
Sample 3 Ultimate strength
|
2810 psi
|
|
Sample 3 Ultimate Strength Actual
|
255.71 lbs
|
|
Sample 3 percent elongation
|
35.2 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.5 in
|
|
Sample 4 Thickness
|
0.194 in
|
|
Sample 4 Area
|
0.097 in^2
|
|
Sample 4 Ultimate strength
|
2780 psi
|
|
Sample 4 Ultimate Strength Actual
|
269.66 lbs
|
|
Sample 4 percent elongation
|
40.8 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.5 in
|
|
Sample 5 Thickness
|
0.197 in
|
|
Sample 5 Area
|
0.0985 in^2
|
|
Sample 5 Ultimate strength
|
2620 psi
|
|
Sample 5 Ultimate Strength Actual
|
258.07 lbs
|
|
Sample 5 percent elongation
|
45.8 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
2736 psi
|
|
Percent Elongation Average
|
40 %
|
DIME Test ID: 2023-05-13-13-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/06/2023
Date Tested: 10/04/2023
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
|
45.9
|
DIME Test ID: 2023-05-13-13-5
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: 10/06/2023
Date Tested: 03/02/2023
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
|
2312 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
|
1156 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
2568 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
|
1284 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
2020 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
|
1010 psi
|
DIME Test ID: 2023-05-13-13-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/06/2023
Date Tested: 10/06/2023
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:
|
Diameter of lid
|
150.24 mm
|
|
Room Temperature
|
70.6 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.01 grams
|
|
Weight at 5 minutes
|
99.96 grams
|
|
Weight at 10 minutes
|
99.87 grams
|
|
Weight at 15 minutes
|
99.8 grams
|
|
Weight at 20 minutes
|
99.74 grams
|
|
Weight at 25 minutes
|
99.67 grams
|
|
Weight at 30 minutes
|
99.59 grams
|
|
Final weight
|
99.59 grams
|
|
Total weight loss
|
0.42 grams
|
|
Calculated radius of gallon can lid in cm
|
7.512 cm
|
|
Lid Factor
|
56.44 m^2
|
|
Volatile emission
|
23.7 grams/m^2
|
