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Sample Record for 2018-04-27-1

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: 2018-04-27-1
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT - Unassigned/General Field Laboratory
Sample Organization Contact: 5625005861
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 04/27/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/30/2018
The quantity of what the sample constitutes: 1 lot
A brief description of the sample: A722 Threadbar with nuts and couplers
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DSI

Material Information

Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Deformed
Rebar Size: 1 3/4 (46mm)
Nut Specification for Threaded Bar: 1035
System Manufacturer: DSI
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 100889344-18373
Nut Heat Number(s): A174775
Bar Lot Number: Unknown
Nut Lot Number: Unknown
Coupler Heat Number(s): A164176
Coupler Grade: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2018-04-27-1-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 05/08/2018
Date Tested: 05/08/2018
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: 916-227-7257
General Comments for this Test: A722 Rod
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
11-3/4\" A722 rodL53-028-182.348167680157355443A722 RodBrian
Temperature 72 F
UTM 2000KIP

Test 2 of 2

DIME Test ID: 2018-04-27-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 05/08/2018
Date Tested: 05/08/2018
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: 916-227-7257
General Comments for this Test: A722 Rod
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
21-3/4\" A722 rodL53-028-182.5816752014738700A722 RodBrian
Temperature 72 F
UTM 2000KIP