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Sample Record for 2020-06-02-3


Project Information

Project ID: 213682 DEA: 11430184 EFIS: 1117000215 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-8.4/8.8
Work Description: Bridge widening, HMA, barrier, drainage, RCP, and landscape work near Sweetwater River Bridge in Chula Vista. Widening of Sweetwater River Bridge in Chula Vista on 805.
Location Description: Near Sweetwater River Bridge in Chula Vista on 805.
Contractor Name: Flatiron West Contractor Address: 1770 La Costa Meadows Drive
Resident Engineer: Seid Hodzic Structure Rep.: Toci, David

Sample Information

DIME Sample ID: 2020-06-02-3
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 06/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2020
The quantity of what the sample constitutes: 8
A brief description of the sample: ASTM A706 GR 60 Headed Bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 1202016630
Head Manufacturer Lot Number(s): Lot no 1 and Lot no 2
Rebar Size: #8
Headed Bar Model Name: HRC 555
Size of Head: Reduced Size - 4x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: Nucor
Head Manufacturer: Nucor
Head Fabricator: Pacific Steel Group
Material Standard Code: ASTM A706

Test Results

Test 1 of 6

DIME Test ID: 2020-06-02-3-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/08/2020
Date Tested: 06/08/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Ok Necking
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797714997657Ok Neckingfsaylor
Temperature 72 f
UTM 400kip

Test Results

Test 2 of 6

DIME Test ID: 2020-06-02-3-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/08/2020
Date Tested: 06/08/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Ok Necking
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797716197672Ok Neckingfsaylor
Temperature 72 f
UTM 400kip

Test Results

Test 3 of 6

DIME Test ID: 2020-06-02-3-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/08/2020
Date Tested: 06/08/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Ok Necking
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.797707697565Ok Neckingfsaylor
Temperature 72 f
UTM 400kip

Test Results

Test 4 of 6

DIME Test ID: 2020-06-02-3-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/08/2020
Date Tested: 06/08/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Ok Necking
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
20.797428194027Ok Neckingfsaylor
Temperature 72 f
UTM 400kip

Test Results

Test 5 of 6

DIME Test ID: 2020-06-02-3-5
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/08/2020
Date Tested: 06/08/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Ok Necking
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
20.797433494094Ok Neckingfsaylor
Temperature 72 f
UTM 400kip

Test Results

Test 6 of 6

DIME Test ID: 2020-06-02-3-6
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/08/2020
Date Tested: 06/08/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Ok Necking
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
20.797392193571Ok Neckingfsaylor
Temperature 72 f
UTM 400kip