Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0-9.4
Work Description: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location Description: Port of Long Beach (District 7)
Contractor Name: Shimmick/FCC/Impregilo (SFI) JV
Contractor Address: 11 Golden Shore, Suite 330, Long Beach, CA 90802
Resident Engineer: Structure Rep.:
DIME Sample ID: 2019-06-10-2
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: 06/10/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2019
The quantity of what the sample constitutes: 1 tanker
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 and Reichhold
DIME Test ID: 2019-06-10-2-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/08/2019
Date Tested: 07/08/2019
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: 2019-06-10-2-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/08/2019
Date Tested: 07/08/2019
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: 2019-06-10-2-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/08/2019
Date Tested: 07/08/2019
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
|
47
|
DIME Test ID: 2019-06-10-2-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/08/2019
Date Tested: 07/08/2019
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:
Number of specimens tested
|
6
|
Conditioning procedure
|
18/25/50+5/70
|
Speed of testing
|
0.45 in/min
|
Sample 1 Width
|
0.484 in
|
Sample 1 Ultimate strength
|
3265.3 psi
|
Sample 1 Thickness
|
0.243 in
|
Sample 1 Area
|
0.1176 in^2
|
Sample 1 Ultimate Strength Actual
|
384 lbs
|
Sample 1 percent elongation
|
57.5 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.484 in
|
Sample 2 Thickness
|
0.246 in
|
Sample 2 Area
|
0.1191 in^2
|
Sample 2 Ultimate strength
|
3204 psi
|
Sample 2 Ultimate Strength Actual
|
381.6 lbs
|
Sample 2 percent elongation
|
49.4 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.484 in
|
Sample 3 Thickness
|
0.24 in
|
Sample 3 Area
|
0.1162 in^2
|
Sample 3 Ultimate strength
|
2972.5 psi
|
Sample 3 Ultimate Strength Actual
|
345.4 lbs
|
Sample 3 percent elongation
|
39.3 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.485 in
|
Sample 4 Thickness
|
0.244 in
|
Sample 4 Area
|
0.1183 in^2
|
Sample 4 Ultimate strength
|
2983.9 psi
|
Sample 4 Ultimate Strength Actual
|
353 lbs
|
Sample 4 percent elongation
|
46.1 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.484 in
|
Sample 5 Thickness
|
0.248 in
|
Sample 5 Area
|
0.12 in^2
|
Sample 5 Ultimate strength
|
2993.3 psi
|
Sample 5 Ultimate Strength Actual
|
359.2 lbs
|
Sample 5 percent elongation
|
45 %
|
Sample 5 Time
|
0 MM:SS
|
Sample 6 Width
|
0.484 in
|
Sample 6 Thickness
|
0.246 in
|
Sample 6 Area
|
0.1191 in^2
|
Sample 6 Ultimate strength
|
3083.1 psi
|
Sample 6 Ultimate Strength Actual
|
367.2 lbs
|
Sample 6 percent elongation
|
52.2 %
|
Sample 6 Time
|
0 MM:SS
|
Ultimate Strength Average
|
3084 psi
|
Percent Elongation Average
|
48 %
|
DIME Test ID: 2019-06-10-2-5
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: 07/08/2019
Date Tested: 07/08/2019
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:
Curing history for Sample 1
|
24hr
|
Maximum applied load (P) for Sample 1
|
1221 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
|
610.5 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
1184 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
|
592 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
1529 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
|
764.5 psi
|
DIME Test ID: 2019-06-10-2-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/08/2019
Date Tested: 07/08/2019
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
|
154.7 mm
|
Room Temperature
|
71.6 f
|
Tare weight
|
0 grams
|
Initial weight
|
100 grams
|
Weight at 5 minutes
|
99.9 grams
|
Weight at 10 minutes
|
99.8 grams
|
Weight at 15 minutes
|
99.7 grams
|
Weight at 20 minutes
|
99.7 grams
|
Weight at 25 minutes
|
99.6 grams
|
Weight at 30 minutes
|
99.5 grams
|
Final weight
|
99.5 grams
|
Total weight loss
|
0.5 grams
|
Calculated radius of gallon can lid in cm
|
7.735 cm
|
Lid Factor
|
53.202 m^2
|
Volatile emission
|
26.601 grams/m^2
|