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Sample Record for 2020-08-05-1


Project Information

Project ID: 214216 DEA: 071XM404 EFIS: 0719000232 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33-22.16
Work Description: This is the emergency project to repair pavement cracking, stabilize the eroded slope, construct a soldier pile tieback wall and reconstruct the steel post MGS
Location Description: Ventura County on Route 33 at PM.22.16.
Contractor Name: Case Pacific Company Contractor Address: 2121 Ardmore Road
Resident Engineer: Alan Davis Structure Rep.: Maghsoudloo, Aziz

Sample Information

DIME Sample ID: 2020-08-05-1
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: Acceptance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 08/05/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2020
The quantity of what the sample constitutes: 2 All Thread Bar
A brief description of the sample: ASTM A722 All-Thread-Bar 150 KSI
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 722
Threaded Bar Type: Plain
Rebar Size: #8
Nut Specification for Threaded Bar: NA
System Manufacturer: NA
Epoxy Coating Color: Green
Threaded Bar Application: Threaded Bar
Coating Standards: ASTM A775 epoxy
Bar Heat Number(s): 62150104
Nut Heat Number(s): NA
Bar Lot Number: NA
Nut Lot Number: NA
Coupler Heat Number(s): NA
Coupler Grade: NA

Test Results

Test 1 of 3

DIME Test ID: 2020-08-05-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 08/13/2020
Date Tested: 08/13/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: A722 Bar
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 : 26mm621501040.728162367.61146.57036.5A722 Barfsaylor
Temperature 72 f
UTM 400kip

Test Results

Test 2 of 3

DIME Test ID: 2020-08-05-1-3
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 08/13/2020
Date Tested: 08/13/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: A722 Bar
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 : 26mm621501040.85166512.82137.418.13100A722 Barfsaylor
Temperature 72 f
UTM 400kip

Test Results

Test 3 of 3

DIME Test ID: 2020-08-05-1-4
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars
Verified Date: 08/13/2020
Date Tested: 08/13/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
First Bar Mean 25.71
Second Bar Mean 28.02
Lower spec. limit LSL 12
Upper spec. limit USL 40
Bar # for First Bar 1
Bar # for Second Bar 2
Total mean value 26.86
Total number of values less than LSL no data
Total number of values greater than USL no data