Sample Record for 2020-02-10-9
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: NOR CAL PAVING TEICHERT/GRANITE
Contractor Address: 400 Sunrise Ave. Ste. #300, Roseville, CA 95661
Resident Engineer: Daniel Tecle Structure Rep.: Pha Tran
Sample Information
DIME Sample ID: 2020-02-10-9
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Department Acceptance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 02/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/11/2020
The quantity of what the sample constitutes: 150
A brief description of the sample: #5 BNX Button Headed Rebar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 4093409
Head Manufacturer Lot Number(s): 36
Rebar Size: 5
Headed Bar Model Name: BNX Buttonhead
Size of Head: Full Size - 9x
Head Connection Type: Crimped Head
Head Shape: Circular
Rebar Manufacturer: CMC Rebar
Head Manufacturer: Barsplice
Head Fabricator: Bar Splice
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2020-02-10-9-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/12/2020
Date Tested: 02/11/2020
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: 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 | | 36 | 0.31 | 29776 | 96053 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 3
DIME Test ID: 2020-02-10-9-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/12/2020
Date Tested: 02/11/2020
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: 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 | | 36 | 0.31 | 29856 | 96310 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 3 of 3
DIME Test ID: 2020-02-10-9-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/12/2020
Date Tested: 02/11/2020
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: 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 | | 36 | 0.31 | 28612 | 92298 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
