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Sample Record for 2016-12-09-1

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

Project Information

Project ID: 3825 DEA: 07138204 EFIS: 0700000142 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47,103-3.5/4.6,0.0/1.1
Work Description: REPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
Contractor Name: M C M CONSTRUCTION INC
Contractor Address: P O BOX 620, NORTH HIGHLANDS, CA 95660
Resident Engineer: Daniel Leon Structure Rep.: Andy Chen

Sample Information

DIME Sample ID: 2016-12-09-1
TL Number from the TL Form: C939764
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: 12/09/2016
Date that the sample was received by the laboratory/organization performing the testing: 12/13/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: A722 Threaded Bar
From where was the sample collected: Distributor
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DSI Gerdau

Material Information

Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Deformed
Rebar Size: 1.250
Nut Specification for Threaded Bar: AISI 1045
System Manufacturer: DSI
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 6213502403
Nut Heat Number(s): EB, EA
Bar Lot Number: Unknown
Nut Lot Number: Unknown
Coupler Heat Number(s):
Coupler Grade:

Test Results

Test 1 of 2

DIME Test ID: 2016-12-09-1-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 12/15/2016
Date Tested: 12/14/2016
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 Bar & 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
1A722 DSI 1.250\" Threaded Bar & Nut6213502403 Nut EA1.0951616401405574.831.6A722 Bar & NutFred
Temperature 72 F
UTM 400KIP

Test 2 of 2

DIME Test ID: 2016-12-09-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 12/15/2016
Date Tested: 12/14/2016
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 Bar & 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
2A722 DSI 1.250\" Threaded Bar & Nut6213502403 Nut EB1.25161068137977940A722 Bar & NutFred
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.