Sample Record for 2024-01-17-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994327 DEA: 081G4704 EFIS: 0816000001
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-3.1/53.5
Work Description: STRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE.
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 26320 LESTER CIRCLE;, CORONA CA 92883
Resident Engineer: Mike A Bergevin Structure Rep.: Arnel Vega
Sample Information
DIME Sample ID: 2024-01-17-6
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 01/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/18/2024
The quantity of what the sample constitutes: 8 PCS 60'-0" long
A brief description of the sample: 1 3/8" diam.thread bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dywidag Systems International
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Deformed
Rebar Size:
Nut Specification for Threaded Bar: ASTM A29
System Manufacturer: ASI
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 58056104/05
Nut Heat Number(s): 177424
Bar Lot Number: 05
Nut Lot Number: B36E24251
Coupler Heat Number(s):
Coupler Grade:
Test Results
Test 1 of 2
DIME Test ID: 2024-01-17-6-1
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 01/31/2024
Date Tested: 01/31/2024
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 - Elongation
Test Result Compliance:
Additional Comments When Verified:
|
Number of Threaded Bar Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By | | 1 | ASTM A722 Type II Deformed Bar 1 3/8 : 36mm | 5805610405 | 1.58 | 164745 | 149.38 | 4.55 | 100 | A722 Bar and Nut - Elongation | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 2
DIME Test ID: 2024-01-17-6-2
Test Method: ASTM A722-18: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 01/31/2024
Date Tested: 01/31/2024
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 - Reduction of Area
Test Result Compliance:
Additional Comments When Verified:
|
Number of Threaded Bar Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By | | 2 | ASTM A722 Type II Deformed Bar 1 3/8 : 36mm | 5805610405 | 1.323 | 166070 | 148.14 | -100 | 27.7 | A722 Bar and Nut - Reduction of Area | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
