Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213653 DEA: 044G8204 EFIS: 0413000049
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-10.6/10.8
Work Description: REPLACE SAN RAFAEL HARBOR BRIDGE (ABC)
Location Description: MARIN COUTY, IN SAN RAFAEL, FROM ROUTE 101 NORTHBOUND OFF-RAMP TO 2ND STREET
Contractor Name: Gordon N. Ball
Contractor Address: 333 Camille Ave., Alamo, CA 94507
Resident Engineer: Dawit Habteselassie Structure Rep.: Long N Ly
DIME Sample ID: 2020-09-29-33
TL Number from the TL Form:
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: 09/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2020
The quantity of what the sample constitutes: 7
A brief description of the sample: .6in Prestressing Strand
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sumiden Wire
Comments:
Reel/Coil/Pack Number(s):
Number of Coils:
Group Number: 10950
Strand Diameter: .6 in
Grade: 270
Strand Specification: ASTM A 882
Heat Number(s): S0558520, S0558020
Mfg. Lot Number(s): NA
Manufacturer(s): NA
DIME Test ID: 2020-09-29-33-1
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 10/06/2020
Date Tested: 10/06/2020
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:
Additional Comments When Verified:
Number of Samples
|
1
|
Heat Number | Coil | Area (sqin) | Peak Load (lbf) | Load at EUL (lbf) | Chord Modulus (Msi) | Elongation (in) | Tested By | S0558520 | S335500-3-1 | 0.211 | 60854 | 53902.7 | 26.7 | 1.96 | bewing |
| |
UTM
|
120kip
|
Temperature
|
72 f
|
Extensometers
|
no data
|
DIME Test ID: 2020-09-29-33-2
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 10/06/2020
Date Tested: 10/06/2020
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:
Additional Comments When Verified:
Number of Samples
|
1
|
Heat Number | Coil | Area (sqin) | Peak Load (lbf) | Load at EUL (lbf) | Chord Modulus (Msi) | Elongation (in) | Tested By | S0558520 | S335500-2-1 | 0.211 | 60634 | 53924.2 | 28.7 | 1.99 | bewing |
| |
UTM
|
120kip
|
Temperature
|
72 f
|
Extensometers
|
no data
|
DIME Test ID: 2020-09-29-33-3
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 10/06/2020
Date Tested: 10/06/2020
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:
Additional Comments When Verified:
Number of Samples
|
1
|
Heat Number | Coil | Area (sqin) | Peak Load (lbf) | Load at EUL (lbf) | Chord Modulus (Msi) | Elongation (in) | Tested By | S0558020 | S335503-1-1 | 0.211 | 59922 | 54109.8 | 28.6 | 1.86 | bewing |
| |
UTM
|
120kip
|
Temperature
|
72 f
|
Extensometers
|
no data
|