Sample Record for 2019-11-14-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211260 DEA: 072159U4 EFIS: 0715000160
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,ORA-5-0.0/1.5, 44.3/44.4
Work Description: CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description: LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 TOWNSGATE RD. SUITE 200, WESTLAKE VILLAGE, CA 91361
Resident Engineer: George Saker Structure Rep.: Danny Lalonde
Sample Information
DIME Sample ID: 2019-11-14-2
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 TM5 - Headed Bars
Sample Taken Date: 11/14/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/27/2019
The quantity of what the sample constitutes: 592 bars total
A brief description of the sample: Headed Bar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier: 53-3045
Structure name: Valley View
The fabricator/manufacturer/facility name: Integrity Rebar
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 4088283
Head Manufacturer Lot Number(s): 1 and 3
Rebar Size: 6
Headed Bar Model Name: BNX Buttonhead
Size of Head: Full Size - 9x
Head Connection Type: Crimped Head
Head Shape: Circular
Rebar Manufacturer: CMC
Head Manufacturer: BarSplice
Head Fabricator: Integrity
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2019-11-14-2-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/05/2019
Date Tested: 11/27/2019
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 | | 1 | 0.44 | 43730 | 99386 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400KIP
|
Test 2 of 6
DIME Test ID: 2019-11-14-2-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/05/2019
Date Tested: 11/27/2019
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 | | 1 | 0.44 | 44043 | 100097 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 3 of 6
DIME Test ID: 2019-11-14-2-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/05/2019
Date Tested: 11/27/2019
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 | | 1 | 0.44 | 43642 | 99186 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400KIP
|
Test 4 of 6
DIME Test ID: 2019-11-14-2-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/05/2019
Date Tested: 11/27/2019
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 | | 3 | 0.44 | 43527 | 98926 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 5 of 6
DIME Test ID: 2019-11-14-2-5
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/05/2019
Date Tested: 11/27/2019
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 | | 3 | 0.44 | 43521 | 98912 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 6 of 6
DIME Test ID: 2019-11-14-2-6
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/05/2019
Date Tested: 11/27/2019
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 | | 3 | 0.44 | 43366 | 98559 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
