Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 8196 DEA: 59912684
QA Service Level: 1
DIST-CO-RTE-PM: 59---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2015-11-24-7
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: 11/24/2015
Date that the sample was received by the laboratory/organization performing the testing: 11/24/2015
The quantity of what the sample constitutes: 11
A brief description of the sample: strand
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sumiden
Comments: Unknown
Reel/Coil/Pack Number(s): S3335231 S3335241 S3335253 S3335252 S3772933
Number of Coils: Unknown
Group Number: 10813
Strand Diameter: .6 in
Grade: 270
Strand Specification: ASTM A 416
Heat Number(s): SO556115 SO556215 SO5447152 SO591815 SO544615
Mfg. Lot Number(s): 10813
Manufacturer(s): EVRAZ Cascade
DIME Test ID: 2015-11-24-7-1
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 12/31/2015
Date Tested: 12/02/2015
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
|
11
|
Heat Number | Coil | Area (sqin) | Peak Load (lbf) | Load at EUL (lbf) | Chord Modulus (Msi) | Elongation (in) | Tested By | SO556115 | S333523-1 | 0.217 | 60903 | 56628 | 28.4 | 1.84 | DAVE | SO544615 | S377317-2 | 0.217 | 59258 | | 28 | 1.69 | DAVE | SO593915 | S377250-6 | 0.217 | 60202 | | 28.3 | 1.67 | DAVE | SO556115 | S333524-1 | 0.217 | 60830 | | 27.7 | 1.84 | DAVE | SO556215 | S333525-3 | 0.217 | 60208 | | 28.3 | 1.68 | DAVE | SO556215 | S333525-2 | 0.217 | 59994 | | 28.5 | 1.74 | DAVE | SO544715 2 | S377293-3 | 0.217 | 60240 | | 28 | 1.92 | DAVE | SO544715 2 | S333530-4 | 0.217 | 59512 | | 27.9 | 1.65 | DAVE | SO591815 | S333534-5 | 0.217 | 59684 | | 28.1 | 1.72 | DAVE | SO591815 | S333535-3 | 0.217 | 59836 | | 28.3 | 1.67 | DAVE | SO544615 | S333554-1 | 0.217 | 60674 | | 28.3 | 1.81 | DAVE |
| |
UTM
|
120KIP
|
Temperature
|
70 F
|
Extensometers
|
E88766
|
DIME Test ID: 2015-11-24-7-2
Test Method: ASTM A416-15: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete (Strand Diameter Check)
Verified Date: 12/31/2015
Date Tested: 12/01/2015
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
|
11
|
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 | .198 | .197 | .197 | 0.217 | .207 | .197 | .197 | .197 | .197 | .197 | .198 | 0.217 | .207 | .197 | .198 | .197 | .198 | .197 | .197 | 0.217 | .207 | .198 | .197 | .197 | .197 | .198 | .197 | 0.217 | .207 | .197 | .197 | .197 | .197 | .197 | .197 | 0.217 | .207 | .198 | .198 | .197 | .197 | .197 | .197 | 0.217 | .207 | .197 | .197 | .197 | .198 | .198 | .197 | 0.217 | .207 | .197 | .198 | .198 | .198 | .197 | .197 | 0.217 | .207 | .198 | .197 | .197 | .197 | .198 | .197 | 0.217 | .207 | .197 | .197 | .197 | .198 | .198 | .197 | 0.217 | .207 | .198 | .197 | .197 | .198 | .197 | .197 | 0.217 |
| |