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Sample Record for 2016-05-27-9

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

Project Information

Project ID: 208870 DEA: 120C5604 EFIS: 1200000078 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-61,77,112,185,880-8.1/9.3,10.1
Work Description: WIDEN RDWY AND BRIDGE, CONST RETAINING WALLS AND NEW BYPASS OFF-RAMP.
Location Description: ORANGE COUNTY IN ANAHEIM FROM 0.3 MILE WEST OF TUSTIN AVENUE OVERCROSSING TO 0.3 MILE EAST OF 91/55 SEPARATION AND AT LAKEVIEW AVENUE OVERCROSSING
Contractor Name: OHL USA, INC.
Contractor Address: 1920 MAIN STREET STE 310, Irvine, CA 92614
Resident Engineer: Adrian Wu Structure Rep.: Lance Yamashiro

Sample Information

DIME Sample ID: 2016-05-27-9
TL Number from the TL Form: C952849
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 05/27/2016
Date that the sample was received by the laboratory/organization performing the testing: 06/01/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: Threaded Rebar
From where was the sample collected: Distributor
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Gerdau

Material Information

Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: #8
Nut Specification for Threaded Bar: NA
System Manufacturer: DSI
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s):
Nut Heat Number(s):
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s):
Coupler Grade:

Test Results

Test 1 of 2

DIME Test ID: 2016-05-27-9-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/02/2016
Date Tested: 06/02/2016
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: A1615 Threaded Bar and Nut
Test Result Compliance: does not comply
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1862140666040.791066997416816.2A1615 Threaded Bar and NutBrian
Temperature 72 F
UTM 400KIP

Test 2 of 2

DIME Test ID: 2016-05-27-9-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/02/2016
Date Tested: 06/02/2016
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: A615 Threaded Bar and Nut
Test Result Compliance: does not comply
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
2862140666040.79106782742870A615 Threaded Bar and NutBrian
Temperature 72 F
UTM 400KIP

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.