Print Report | Back to Sample Detail

Sample Record for 2019-09-27-13

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

Project Information

Project ID: 212993 DEA: 033F5304 EFIS: 0313000135 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-67.3
Work Description: ECHO SUMMIT BRIDGE IS A 24-FT WIDE, THREE-SPAN, REINFORCED CONCRETE GIRDER BRIDGE
Location Description: EL DORADO COUNTY NEAR MEYERS AT ECHO SUMMIT SIDEHILL VIADUCT
Contractor Name: Q & D CONSTRUCTION, INC
Contractor Address: 1050 S 21st STREET, SPARKS, NV 89431
Resident Engineer: Nathan Alterton Structure Rep.: Brandon Miller

Sample Information

DIME Sample ID: 2019-09-27-13
TL Number from the TL Form: NA
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: 09/27/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: Headed Bars
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nucor Dextra

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 3500005996
Head Manufacturer Lot Number(s): 0199
Rebar Size: 9
Headed Bar Model Name: Dextra Large Anchor Plates
Size of Head: Reduced Size - 4x
Head Connection Type: Threaded
Head Shape: Circular
Rebar Manufacturer: Nucor
Head Manufacturer: Dextra
Head Fabricator: Dextra
Material Standard Code: ASTM A706
Headed Bar Unique ID:

Test Results

Test 1 of 3

DIME Test ID: 2019-09-27-13-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/04/2019
Date Tested: 10/03/2019
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:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
119478794787Bar Broke, Ok Neckingbewing
Temperature 72 f
UTM 400kip

Test 2 of 3

DIME Test ID: 2019-09-27-13-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/04/2019
Date Tested: 10/03/2019
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:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
119508595085Bar Broke, Ok Neckingbewing
Temperature 72 f
UTM 400kip

Test 3 of 3

DIME Test ID: 2019-09-27-13-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/04/2019
Date Tested: 10/03/2019
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:
Additional Comments When Verified:
Number of Headed Bar Samples 1
Lot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
119486094860Bar Broke, Ok Neckingbewing
Temperature 72 f
UTM 400kip