Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213764 DEA: 080F0304 EFIS: 0800020358
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-60-R0.7/R3.0
Work Description: REMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60
Location Description: IN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING
Contractor Name: SEMA CONSTRUCTION, INC.
Contractor Address: 42690 Rio Nedo, Suite G, Temecula, CA 92590
Resident Engineer: Joseph Lopez Structure Rep.: Rodrigo Santa Cruz
DIME Sample ID: 2020-01-06-25
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Verification
Type of Material: SMTL TM4 - Prestressing Strand
Sample Taken Date: 01/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/10/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: (2) Spliced Strands (2) Non-Spliced
From where was the sample collected: Fabricator
Laboratory sample identification: Cal Trans Lab
Structure unique identifier:
Structure name: Pipeline Bridge Girder
The fabricator/manufacturer/facility name: Con-Fab California Corporation
Comments:
Reel/Coil/Pack Number(s): S378762-6
Number of Coils: 1
Group Number:
Strand Diameter: .6 in
Grade: 270
Strand Specification: ASTM A 416
Heat Number(s): S0507819
Mfg. Lot Number(s): N/A
Manufacturer(s): Sumiden Wire
DIME Test ID: 2020-01-06-25-1
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/24/2020
Date Tested: 01/24/2020
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 | S0507819 | S378762-6 | 0.215 | 60110 | 55381.2 | 28.8 | 1.68 | bewing |
| |
UTM
|
120kip
|
Temperature
|
72 f
|
Extensometers
|
no data
|
DIME Test ID: 2020-01-06-25-2
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/24/2020
Date Tested: 01/24/2020
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 | S0507819 | S378762-6 | 0.215 | 58861 | 0 | 0 | 1.77 | bewing |
| |
UTM
|
120KIP
|
Temperature
|
72 f
|
Extensometers
|
NA
|
DIME Test ID: 2020-01-06-25-3
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/24/2020
Date Tested: 01/24/2020
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 | S0507819 | S378762-6 | 0.215 | 60650 | 55254.1 | 28.5 | 1.9 | bewing |
| |
UTM
|
120kip
|
Temperature
|
72 f
|
Extensometers
|
no data
|
DIME Test ID: 2020-01-06-25-4
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 01/24/2020
Date Tested: 01/24/2020
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 | S0507819 | S378762-6 | 0.215 | 57628 | 0 | 0 | 1.53 | bewing |
| |
UTM
|
120KIP
|
Temperature
|
72 f
|
Extensometers
|
NA
|