Sample Record for 2023-04-17-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993815 DEA: 081C0814 EFIS: 0816000086 COOP: NONE
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R60.7/R74.3
Work Description: I-10 PAVEMENT REHABILITATION (SEGMENT 1) PROJECT
Location Description: Coachella
Contractor Name: COFFMAN SPECIALTIES, INC
Contractor Address: 4375 JUTLAND DRIVE STE 260, SAN DIEGO CA 92117
Resident Engineer: Michael Sergah Structure Rep.: Al Alina
Sample Information
DIME Sample ID: 2023-04-17-2
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 - Headed Bars
Sample Taken Date: 04/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2023
The quantity of what the sample constitutes: 408
A brief description of the sample: #8 HRC T-120
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC Fountain Valley
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 6039245
Head Manufacturer Lot Number(s): 100011558440
Rebar Size: #8
Headed Bar Model Name: HRC 120
Size of Head: Full Size - 9x
Head Connection Type:
Head Shape: Square
Rebar Manufacturer: CMC Rebar
Head Manufacturer: HRC Fountain Valley
Head Fabricator: HRC Fountain Valley
Material Standard Code: ASTM A706
Headed Bar Unique ID: 9FW-17-03
Test Results
Test 1 of 6
DIME Test ID: 2023-04-17-2-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/25/2023
Date Tested: 04/19/2023
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: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 1 | 0.79 | 76200 | 96456 | Ok Necking | rmacias |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 6
DIME Test ID: 2023-04-17-2-2
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/25/2023
Date Tested: 04/19/2023
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: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 1 | 0.79 | 76182 | 96433 | Ok Necking | rmacias |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 3 of 6
DIME Test ID: 2023-04-17-2-3
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/25/2023
Date Tested: 04/19/2023
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: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 1 | 0.79 | 76282 | 96560 | Ok Necking | rmacias |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 4 of 6
DIME Test ID: 2023-04-17-2-4
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/25/2023
Date Tested: 04/19/2023
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: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 3 | 0.79 | 76290 | 96570 | Ok Necking | rmacias |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 5 of 6
DIME Test ID: 2023-04-17-2-5
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/25/2023
Date Tested: 04/19/2023
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: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 3 | 0.79 | 76377 | 96680 | Ok Necking | rmacias |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 6 of 6
DIME Test ID: 2023-04-17-2-6
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/25/2023
Date Tested: 04/19/2023
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: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Headed Bar Samples
|
1
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 3 | 0.79 | 76293 | 96573 | Ok Necking | rmacias |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
