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Sample Record for 2020-07-30-3


Project Information

Project ID: 211848 DEA: 112T2174 EFIS: 1116000131 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R37.4 - R46.5
Work Description: (Alternative Delivery) CMGC, San Elijo Highway Bridge Replacement. Replace the San Elijo lagoon highway bridge, construct HOV lanes, construct bike and pedestrian trails and bridge, build multi-use facility at Manchester Ave.
Location Description: IN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS FROM 0.1 MILE NORTH OF LOMAS SANTA FE DRIVE OVERCROSSING TO 0.2 MILE SOUTH OF BIRMINGHAM DRIVE OVERCROSSING
Contractor Name: Flatiron-Skanska-Stacy and Witbeck, a Joint Venture Contractor Address: 1770 La Costa Meadows Drive
Resident Engineer: Steve McMillan Structure Rep.: Le, Phong

Sample Information

DIME Sample ID: 2020-07-30-3
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: 07/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/03/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: 555 T-Headed Reinforcing #11 bar
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 3093850, 3096957, 3092498
Head Manufacturer Lot Number(s): Lot 9
Rebar Size: #11
Headed Bar Model Name: HRC 555
Size of Head: Reduced Size - 4x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: CMC Rebar
Head Manufacturer: HRC CMC
Head Fabricator: HRC
Material Standard Code: ASTM A706

Test Results

Test 1 of 3

DIME Test ID: 2020-07-30-3-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/03/2020
Date Tested: 08/03/2020
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
81.5614491292892OK Neckingfsaylor
Temperature 72 f
UTM 400kip

Test Results

Test 2 of 3

DIME Test ID: 2020-07-30-3-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/03/2020
Date Tested: 08/03/2020
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
81.5615401698728OK Neckingfsaylor
Temperature 72 f
UTM 400kip

Test Results

Test 3 of 3

DIME Test ID: 2020-07-30-3-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/03/2020
Date Tested: 08/03/2020
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
81.5615471099173OK Neckingfsaylor
Temperature 72 f
UTM 400kip