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Sample Record for 2020-08-05-1

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

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, Paso Robles, CA 93446
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:
The fabricator/manufacturer/facility name: Williams Form Engineering

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,
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
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 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,
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
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 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,
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:
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

Tests Assigned to this Sample

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