Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995201 DEA: 061G3104 EFIS: 0623000239
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-178-20.6/21.6
Work Description: Roadway / retaining wall / slope repairs
Location Description:
Contractor Name: GENUINE ENGINEERING INC
Contractor Address: 11762 De Palma Road,Suite 1C, PMB 225, Corona, CA 92883
Resident Engineer: Travis Landas Structure Rep.: Albert Heredia
DIME Sample ID: 2024-05-16-5
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: Quality Assurance
Type of Material: SMTL TM4 - Prestressing Strand
Sample Taken Date: 05/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2024
The quantity of what the sample constitutes: 3 Samples from PK# S380572-7 HT#082024
A brief description of the sample: 0.6 Dia. Low relax strand
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sumiden Wire
Comments: Uncoated
Reel/Coil/Pack Number(s): S380572-7
Number of Coils: 1
Group Number:
Strand Diameter: .6 in
Grade: 270
Strand Specification: ASTM A 416
Heat Number(s): 082024
Mfg. Lot Number(s): PK #S380572-7
Manufacturer(s): Sumiden Wire
DIME Test ID: 2024-05-16-5-1
Test Method: ASTM A416-18: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 05/31/2024
Date Tested: 05/24/2024
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 | | S0582024 | S380572-7 | 0.22 | 59830 | 56150.3 | 29.5 | 1.75 | AAuvinen |
| |
|
UTM
|
120kip
|
|
Temperature
|
72 f
|
|
Extensometers
|
E88766
|
DIME Test ID: 2024-05-16-5-2
Test Method: ASTM A416-18: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 05/31/2024
Date Tested: 05/24/2024
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 | | S0582024 | S380572-7 | 0.22 | 60050 | 56703.8 | 30.8 | 1.68 | AAuvinen |
| |
|
UTM
|
120kip
|
|
Temperature
|
72 f
|
|
Extensometers
|
E88766
|
DIME Test ID: 2024-05-16-5-3
Test Method: ASTM A416-18: Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete
Verified Date: 05/31/2024
Date Tested: 05/24/2024
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 | | S0582024 | S380572-7 | 0.22 | 60420 | 55822.5 | 27.7 | 1.88 | AAuvinen |
| |
|
UTM
|
120kip
|
|
Temperature
|
72 f
|
|
Extensometers
|
E88766
|
