Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-08-14-77
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (213) 505-4213
Type of Sample: Authorization
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 08/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2025
The quantity of what the sample constitutes: N/A
A brief description of the sample: 1.25 inch ASTM A722, 150ksi -threaded bar anchorage system with Hex Nut, Coupler, Washer and Bearing plate with straight hole
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dywidag Systems
Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Deformed
Rebar Size: #10
Nut Specification for Threaded Bar: ASTM A519
System Manufacturer: Dywidag Systems
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 58065964/04
Nut Heat Number(s): A241491
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s): C223281
Coupler Grade:
DIME Test ID: 2025-08-14-77-1
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 02/24/2026
Date Tested: 09/24/2025
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of Threaded Bar Samples
|
6
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By | | 1 | 1 1/4 | 5806596404 | 1.25 | 153800 | 127200 | 0 | 0 | NA | Miguel Baltazar | | 2 | 1 1/4 | 5806596404 | 1.25 | 155400 | 127500 | 0 | 0 | NA | Miguel Baltazar | | 3 | 1 1/4 | 5806596404 | 1.25 | 155900 | 127400 | 0 | 0 | NA | Miguel Baltazar | | 4 | 1 1/4 | 5806596404 | 1.25 | 155800 | 127100 | 0 | 0 | NA | Miguel Baltazar | | 5 | 1 1/4 | 5806596404 | 1.14 | 156300 | 126800 | 9 | 35 | NA | Miguel Baltazar | | 6 | 1 1/4 | 5806596404 | 1.25 | 151400 | 124300 | 8 | 0 | NA | Miguel Baltazar |
| |
|
Temperature
|
0 f
|
|
UTM
|
NA
|
DIME Test ID: 2025-08-14-77-2
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 02/24/2026
Date Tested: 01/16/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of Threaded Bar Samples
|
2
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By | | 7 | 1 1/4 | 5806596404 | 1.250 | 155600 | 123400 | 8 | 0 | NA | Atlas | | 8 | 1 1/4 | 5806596404 | 1.250 | 155100 | 122600 | 9 | 0 | NA | Atlas |
| |
|
Temperature
|
0 f
|
|
UTM
|
NA
|
