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.: Sami Deeb
DIME Sample ID: 2016-01-13-1
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM4 - Prestressing Strand
Sample Taken Date: 01/13/2016
Date that the sample was received by the laboratory/organization performing the testing: 01/15/2016
The quantity of what the sample constitutes: 7
A brief description of the sample: .6in Prestressing Strand
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sumiden Wire
Comments: Unknown
Reel/Coil/Pack Number(s): S333569-2 S377355-5
Number of Coils: 2
Group Number: NA
Strand Diameter: .6 in
Grade: 270
Strand Specification: ASTM A 416
Heat Number(s): S0536215-2 S0591115
Mfg. Lot Number(s): NA
Manufacturer(s): Sumiden
DIME Test ID: 2016-01-13-1-1
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete (Strand Diameter Check)
Verified Date: 01/19/2016
Date Tested: 01/18/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
4
|
| Dia of the Center Wire (in) | Dia of the Outer Wire 1 (in) | Dia of the Outer Wire 2 (in) | Dia of the Outer Wire 3 (in) | Dia of the Outer Wire 4 (in) | Dia of the Outer Wire 5 (in) | Dia of the Outer Wire 6 (in) | Area (sqin) | | .207 | .197 | .197 | .197 | .197 | .197 | .197 | 0.217 | | .207 | .197 | .197 | .197 | .197 | .197 | .197 | 0.217 | | .208 | .198 | .197 | .197 | .197 | .197 | .197 | 0.217 | | .208 | .197 | .197 | .198 | .197 | .197 | .197 | 0.217 |
| |
DIME Test ID: 2016-01-13-1-2
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/19/2016
Date Tested: 01/18/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
4
|
| Heat Number | Coil | Area (sqin) | Peak Load (lbf) | Load at EUL (lbf) | Chord Modulus (Msi) | Elongation (in) | Tested By | | SO536215-2 | S333569-2 | 0.217 | 59066 | 54532 | 27.8 | 1.73 | Brian | | SO536215-2 | S333569-2 | 0.217 | 59340 | | 28.2 | 1.89 | Brian | | SO591115 | S377355-5 | 0.217 | 59637 | | 27.8 | 1.75 | Brian | | SO591115 | S377355-5 | 0.217 | 59732 | | 27.6 | 1.8 | Brian |
| |
|
UTM
|
120KIP
|
|
Temperature
|
70 F
|
|
Extensometers
|
E88766
|
