Print Report | Back to Sample Detail

Sample Record for 2022-04-11-28

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

Project Information

Project ID: 214099 DEA: 024F5904 EFIS: 0213000010 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-5-R25.4
Work Description: BRIDGE SEISMIC RETROFIT AND SCOUR REPAIR.
Location Description: TEHAMA COUNTY IN RED BLUFF AT SACRAMENTO RIVER BRIDGE
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Mike Z'denek Structure Rep.: Ryan Duran

Sample Information

DIME Sample ID: 2022-04-11-28
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 04/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/21/2022
The quantity of what the sample constitutes: 2
A brief description of the sample: A722 Threaded Bar
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: Production Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type:
Rebar Size:
Nut Specification for Threaded Bar: A29
System Manufacturer: Williams Form Engineering
Epoxy Coating Color: NA
Threaded Bar Application:
Coating Standards: Uncoated
Bar Heat Number(s): 100204161
Nut Heat Number(s): 74115021
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s):
Coupler Grade:

Test Results

Test 1 of 2

DIME Test ID: 2022-04-11-28-1
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 05/02/2022
Date Tested: 04/28/2022
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A722 Bar and 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
1ASTM A722 Type II Deformed Bar 1 1/4 : 32mm1002041611.157156977.93146.56054.8A722 Bar and Nutbewing
Temperature 72 f
UTM 400kip

Test 2 of 2

DIME Test ID: 2022-04-11-28-2
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 05/02/2022
Date Tested: 04/28/2022
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A722 Bar and 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
2ASTM A722 Type II Deformed Bar 1 1/4 : 32mm1002041611.25165015.24141.468100A722 Bar and Nutbewing
Temperature 72 f
UTM 400kip