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Sample Record for 2020-08-24-1

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Project Information

Project ID: 214112 DEA: 120Q8104 EFIS: 1217000110 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-241-23.1
Work Description: CONSTRUCT RETAINING WALL, CURB RAMPS AND SIDEWALKS.
Location Description: ORANGE COUNTY IN LAKE FOREST ON ROUTE 241 AT ALTON PARKWAY
Contractor Name: RSB GROUP INC
Contractor Address: 20331 LAKE FOREST DR #C13, LAKE FOREST CA 92630
Resident Engineer: Peter Shieh Structure Rep.: Ramanathan, Kugan

Sample Information

DIME Sample ID: 2020-08-24-1
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 08/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2020
The quantity of what the sample constitutes: 50
A brief description of the sample: 1" Threaded Bar
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dywidag Systems

Material Information

Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Deformed
Rebar Size: #8
Nut Specification for Threaded Bar: A519
System Manufacturer: Dywidag Systems
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 6215010903
Nut Heat Number(s): 71079906
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s): 73115929
Coupler Grade: 17

Test Results

Test 1 of 4

DIME Test ID: 2020-08-24-1-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 09/03/2020
Date Tested: 09/02/2020
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 Bar
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 1 : 26mm62150109030.728165332.67157.33042A722 Barfsaylor
Temperature 72 f
UTM 400kip

Test 2 of 4

DIME Test ID: 2020-08-24-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 09/03/2020
Date Tested: 09/02/2020
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
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 1 : 26mm62150109030.85163759.26150.2700A722 Threaded Bar fsaylor
Temperature 72 f
UTM 400kip

Test 3 of 4

DIME Test ID: 2020-08-24-1-3
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 09/03/2020
Date Tested: 09/02/2020
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 Bar and Coupler
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
3ASTM A722 Type II Deformed Bar 1 : 26mm62150109030.85163112.73149.400100A722 Bar and Couplerfsaylor
Temperature 72 f
UTM 400kip

Test 4 of 4

DIME Test ID: 2020-08-24-1-4
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 09/03/2020
Date Tested: 09/02/2020
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 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
4ASTM A722 Type II Deformed Bar 1 : 26mm62150109030.85162179.12145.4110100A722 Bar & Nutfsaylor
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.