Print Report | Back to Sample Detail

Sample Record for 2020-05-15-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 213856 DEA: 112888U4 EFIS: 1118000199 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-11,125,905-Various
Work Description: CONSTRUCT FREEWAY TO FREEWAY CONNECTORS AND 4-LANE HIGHWAY FACILITY
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Skanska USA Civil West CA
Contractor Address: 1995 Agua Mansa Road, Riverside, CA 92509
Resident Engineer: Carlos Covarrubias Structure Rep.: Wade Durant

Sample Information

DIME Sample ID: 2020-05-15-1
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: 05/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2020
The quantity of what the sample constitutes: 112 HeadedBars
A brief description of the sample: (4) #11 Headed Bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Integrity Rebar

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 65029070-02
Head Manufacturer Lot Number(s): A200153
Rebar Size: #11
Headed Bar Model Name: BNX 10Ab
Size of Head: Full Size - 9x
Head Connection Type: Crimped Head
Head Shape: Circular
Rebar Manufacturer: Gerdau
Head Manufacturer: BarSplice
Head Fabricator: Integrity Rebar
Material Standard Code: ASTM A706
Headed Bar Unique ID:

Test Results

Test 1 of 4

DIME Test ID: 2020-05-15-1-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/19/2020
Date Tested: 05/18/2020
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: Head Slipped Out
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
11.5614927195687Head Slipped Outbewing
Temperature 72 f
UTM 400kip

Test 2 of 4

DIME Test ID: 2020-05-15-1-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/19/2020
Date Tested: 05/18/2020
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)CommentsTested By
11.5614984996057Ok Neckingbewing
Temperature 72 f
UTM 400kip

Test 3 of 4

DIME Test ID: 2020-05-15-1-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/19/2020
Date Tested: 05/18/2020
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 Nrcking
Test Result Compliance:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
11.5615240597695Ok Nrckingbewing
Temperature 72 f
UTM 400kip

Test 4 of 4

DIME Test ID: 2020-05-15-1-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/19/2020
Date Tested: 05/18/2020
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)CommentsTested By
11.5615257097801Ok Neckingbewing
Temperature 72 f
UTM 400kip