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Sample Record for 2020-03-19-5

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

Project Information

Project ID: 213747 DEA: 080Q9104 EFIS: 0800020580 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-R23.8
Work Description: RETROFIT BRIDGE PIER WALLS, FOOTINGS AND POLYESTER CONCRETE OVERLAY.
Location Description: SAN BERNARDINO COUNTY IN COLTON AT THE SANTA ANA RIVER BRIDGES
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606-4414
Resident Engineer: Maged Youssef Structure Rep.: Ching Chuang

Sample Information

DIME Sample ID: 2020-03-19-5
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Verification
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 03/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/23/2020
The quantity of what the sample constitutes: Unknown
A brief description of the sample: 2-1/2" bar
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Eng

Material Information

Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Deformed
Rebar Size: 18
Nut Specification for Threaded Bar: Unknow
System Manufacturer: Williams Form
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 100897803
Nut Heat Number(s): Unknown
Bar Lot Number: Unknown
Nut Lot Number: Unknown
Coupler Heat Number(s): Unknown
Coupler Grade: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2020-03-19-5-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 03/27/2020
Date Tested: 03/27/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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: A722 Threaded Bar and Nut
Test Result Compliance:
Additional Comments When Verified:
Number of Threaded Bar Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)Reduction of area (%)CommentsTested By
1ASTM A722 Type II Deformed Bar 2 1/2 : 65mm14.917162063.28146.44040.8A722 Threaded Bar and Nutbewing
Temperature 72 f
UTM 2000kip

Test 2 of 2

DIME Test ID: 2020-03-19-5-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 03/27/2020
Date Tested: 03/27/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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: A722 Threaded Bar and Nut
Test Result Compliance:
Additional Comments When Verified:
Number of Threaded Bar Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)Reduction of area (%)CommentsTested By
2ASTM A722 Type II Deformed Bar 2 1/2 : 65mm15.16163398.90140.877.5100A722 Threaded Bar and Nutbewing
Temperature 72 f
UTM 2000kip

Tests Assigned to this Sample

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