Sample Record for 2016-10-13-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210871 DEA: 044G4604 EFIS: 0412000480
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-1.5/14.0
Work Description: REMOVE EXISTING AND CONSTRUCT NEW BRIDGE RAILINGS.
Location Description: IN MARIN COUNTY, AT VARIOUS LOCATION, FROM SPENCER AVE OVERCROSSING TO NORTH BRANCHGALLINAS CREEK BRIDGE
Contractor Name: GHILOTTI BROS / RM HARRIS JV
Contractor Address: 525 JACOBY STREET, SAN RAFAEL CA 94901
Resident Engineer: Hal Streater Structure Rep.: Long Li
Sample Information
DIME Sample ID: 2016-10-13-3
TL Number from the TL Form: C940280
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 TM5 - Headed Bars
Sample Taken Date: 10/13/2016
Date that the sample was received by the laboratory/organization performing the testing: 10/18/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: HRC 120 End Anchors
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC CMC Rebar
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 4059836
Head Manufacturer Lot Number(s): 50
Rebar Size: #6
Headed Bar Model Name: HRC 120
Size of Head: Reduced Size - 4x
Head Connection Type: Inertia Weld
Head Shape: Square
Rebar Manufacturer: CMC Rebar
Head Manufacturer: HRC
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2016-10-13-3-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/19/2016
Date Tested: 10/18/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 50 | 0.44 | 41180 | 93590 | Bar Broke | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 2 of 3
DIME Test ID: 2016-10-13-3-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/19/2016
Date Tested: 10/18/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 50 | 0.44 | 41370 | 94020 | Bar Broke | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 3 of 3
DIME Test ID: 2016-10-13-3-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/19/2016
Date Tested: 10/18/2016
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: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 50 | 0.44 | 41430 | 94160 | Bar Broke | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
