Print Report | Back to Sample Detail

Sample Record for 2018-07-17-3

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

Project Information

Project ID: 212376 DEA: 044G8504 EFIS: 0413000052 QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-1-R44.1
Work Description: REPLACE PEDESTRIAN OVERCROSSING
Location Description: SAN MATEO COUNTY IN PACIFICA AT THE SAN JOSE AVENUE PEDESTRIAN OVERCROSSING
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95866
Resident Engineer: Jose Mario David Structure Rep.: Jason Louie

Sample Information

DIME Sample ID: 2018-07-17-3
TL Number from the TL Form:
Sample Submitted By Organization: CT - Unassigned/General Field Laboratory
Sample Organization Contact: 5625005861
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 07/17/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2018
The quantity of what the sample constitutes: 3 Lots
A brief description of the sample: HRC T-Heads
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 65031234
Head Manufacturer Lot Number(s): NF100888642
Rebar Size: 6
Headed Bar Model Name: HRC 150
Size of Head: Reduced Size - 4x
Head Connection Type: Friction Weld
Head Shape: Circular
Rebar Manufacturer: Gerdau
Head Manufacturer: Nucor
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID:

Test Results

Test 1 of 3

DIME Test ID: 2018-07-17-3-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/20/2018
Date Tested: 07/20/2018
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
2 thru 40.444347098800Bar BrokeBrian
Temperature 72 F
UTM 400KIP

Test 2 of 3

DIME Test ID: 2018-07-17-3-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/20/2018
Date Tested: 07/20/2018
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
2 thru 40.444318098140Bar BrokeBrian
Temperature 72 F
UTM 400KIP

Test 3 of 3

DIME Test ID: 2018-07-17-3-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/20/2018
Date Tested: 07/20/2018
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
2 thru 40.444378099500Bar BrokeBrian
Temperature 72 F
UTM 400KIP