Print Report | Back to Sample Detail

Sample Record for 2016-09-29-1

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

Project Information

Project ID: 209114 DEA: 040A7104 EFIS: 0400000160 COOP: 042550 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-880-28.4/29.2
Work Description: WIDEN ROADS, RECONSTRUCT RAMPS WITH HMA, REPLACE 2 CONC OVERCROSSINGS.
Location Description: ALAMEDA COUNTY IN ALAMEDA AND OAKLAND FROM 0.2 MILE SOUTH OF 29TH AVENUE OVERCROSSING TO 0.3 MILE NORTH OF 23RD AVENUE OVERCROSSING.
Contractor Name: RGW Construction
Contractor Address: 550 GREENVILLE ROAD, LIVERMORE CA 94550
Resident Engineer: Joy Cheung Structure Rep.: Maxime Dabilly

Sample Information

DIME Sample ID: 2016-09-29-1
TL Number from the TL Form: C759604
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 - Couplers
Sample Taken Date: 09/29/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Coupler 500 510
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #8
Coupler Model: 500 510
Coating Standards: Uncoated
Shape of Rebar: Hoop
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Harris Rebar
Coupler Component Heat/Lot Number(s): A162885
Rebar Heat Number(s): SE1510505047
Rebar Size 2 :
Coupler Unique ID:

Test Results

Test 1 of 3

DIME Test ID: 2016-09-29-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/30/2016
Date Tested: 09/30/2016
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:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1C07#8/25mm0.797717097680Bar BrokeFred
UTM 400KIP
Temperature 72 F

Test 2 of 3

DIME Test ID: 2016-09-29-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/30/2016
Date Tested: 09/30/2016
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:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2C07#8/25mm0.797751098110Bar BrokeFred
UTM 400KIP
Temperature 72 F

Test 3 of 3

DIME Test ID: 2016-09-29-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 09/30/2016
Date Tested: 09/30/2016
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:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3C07#8/25mm0.797750098100Bar BrokeFred
UTM 400KIP
Temperature 72 F