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Sample Record for 2022-08-05-5

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Project Information

Project ID: 993301 DEA: 060U2804 EFIS: 0615000293 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-245-1.4,4.2
Work Description: PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL.
Location Description: TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Mike Garrett Structure Rep.: Benajamin Holton

Sample Information

DIME Sample ID: 2022-08-05-5
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 08/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/05/2022
The quantity of what the sample constitutes: 4
A brief description of the sample: #10 Headed Bar
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier: 46-0276
Structure name:
The fabricator/manufacturer/facility name: Martinez steel

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 235322
Head Manufacturer Lot Number(s): S10-2
Rebar Size: #10
Headed Bar Model Name: 10TDX GripTwist Doughnut 10ab
Size of Head: Full Size - 9x
Head Connection Type: Taper Threaded
Head Shape: Circular
Rebar Manufacturer: Cascade
Head Manufacturer: Barsplice
Head Fabricator: Barsplice
Material Standard Code: ASTM A706
Headed Bar Unique ID:

Test Results

Test 1 of 3

DIME Test ID: 2022-08-05-5-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/10/2022
Date Tested: 08/10/2022
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
11.2712231996314Ok Neckingspaine
Temperature 72 f
UTM 400kip

Test 2 of 3

DIME Test ID: 2022-08-05-5-2
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/10/2022
Date Tested: 08/10/2022
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
11.2712171395837Ok Neckingspaine
Temperature 72 f
UTM 400kip

Test 3 of 3

DIME Test ID: 2022-08-05-5-3
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/10/2022
Date Tested: 08/10/2022
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
11.2712279196686Ok Neckingspaine
Temperature 72 f
UTM 400kip