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Sample Record for 2016-06-17-5

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Project Information

Project ID: 210277 DEA: 051F8904 EFIS: 0514000072 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-28.0/28.4
Work Description: CONSTRUCT VIADUCT.
Location Description: MONTEREY COUNTY NEAR LUCIA FROM 0.1 MILE SOUTH OF BIG CREEK BRIDGE TO 2.8 MILES SOUTH OF DOLAN CREEK BRIDGE
Contractor Name: RGW CONSTRUCTION, INC
Contractor Address: 550 GREENVILLE ROAD, LIVEMORE, CA 94550
Resident Engineer: Tyler Lavering Structure Rep.: Juan Moreno

Sample Information

DIME Sample ID: 2016-06-17-5
TL Number from the TL Form: C711160
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 06/17/2016
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: End Anchors
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Salinas

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): SE16101574
Head Manufacturer Lot Number(s): T02
Rebar Size: #7
Headed Bar Model Name: Bartec
Size of Head: Full Size - 9x
Head Connection Type: Threaded
Head Shape: Circular
Rebar Manufacturer: Nucor
Head Manufacturer: Dextra America
Head Fabricator: Dextra America
Material Standard Code: ASTM A706
Headed Bar Unique ID:

Test Results

Test 1 of 3

DIME Test ID: 2016-06-17-5-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/22/2016
Date Tested: 06/21/2016
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: Bar Broke; OK Necking
Test Result Compliance: complies
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
0.65976099600Bar BrokeFred
Temperature 72 F
UTM 400KIP

Test 2 of 3

DIME Test ID: 2016-06-17-5-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/22/2016
Date Tested: 06/21/2016
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: Bar Broke; OK Necking
Test Result Compliance: complies
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
0.65965099420Bar BrokeFred
Temperature 72 F
UTM 400KIP

Test 3 of 3

DIME Test ID: 2016-06-17-5-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/22/2016
Date Tested: 06/21/2016
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: Bar Broke; OK Necking
Test Result Compliance: complies
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
0.65962099370Bar BrokeFred
Temperature 72 F
UTM 400KIP