Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215620 DEA: 01436404 EFIS: 0100000193
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-35.8/36.5
Work Description: Dr. Fine Bridge Replacement
Location Description: DR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Clayton Malmberg Structure Rep.: Brian Cinkutis
DIME Sample ID: 2023-07-18-11
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 07/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2023
The quantity of what the sample constitutes: 8 each at 45'
A brief description of the sample: 2 1/4" gr150 threaded bar
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name: Fine Detour Bridge
The fabricator/manufacturer/facility name: Z systems
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Plain
Rebar Size: #18
Nut Specification for Threaded Bar: unknown
System Manufacturer: Dwyidag
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 58051037
Nut Heat Number(s): 2209
Bar Lot Number: 32797
Nut Lot Number: b57e20851
Coupler Heat Number(s):
Coupler Grade:
DIME Test ID: 2023-07-18-11-1
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 08/07/2023
Date Tested: 08/07/2023
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:
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Number of Threaded Bar Samples
|
2
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By | | 1 | 2 1/4 | 58051037 | 3.916 | 164698 | 139570 | 0 | 36.78 | A722 reduction of area bar and nut | spaine | | 2 | 2 1/4 | 58051037 | 3.976 | 171435 | 153180 | 5 | 0 | A722 elongation bar and nut | spaine |
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Temperature
|
72 f
|
|
UTM
|
2000KIP
|
