Sample Record for 2021-10-08-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214511 DEA: 010E0004 EFIS: 0113000091
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-84.4/84.8
Work Description: BRIDGE RAIL REPLACEMENT.
Location Description: HUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nathaniel Steen Structure Rep.: Jarred Burrows
Sample Information
DIME Sample ID: 2021-10-08-2
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: 10/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/15/2021
The quantity of what the sample constitutes: (4) #6 HRC 555 Reduced Size
A brief description of the sample: (26) #6 HRC 555 Reduced Size
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 4111946
Head Manufacturer Lot Number(s): Lot 1
Rebar Size: #6
Headed Bar Model Name: Type 555 4FG 17 01
Size of Head: Reduced Size - 4x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: CMC Rebar
Head Manufacturer: Camblin Steel Service
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2021-10-08-2-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/12/2021
Date Tested: 10/12/2021
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: 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 | 0.44 | 43282 | 98368 | OK Necking | fsaylor |
| |
Temperature
|
72 f
|
UTM
|
400kip
|
Test 2 of 3
DIME Test ID: 2021-10-08-2-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/12/2021
Date Tested: 10/12/2021
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: 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 | 0.44 | 43145 | 98057 | OK Necking | fsaylor |
| |
Temperature
|
72 f
|
UTM
|
400kip
|
Test 3 of 3
DIME Test ID: 2021-10-08-2-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/12/2021
Date Tested: 10/12/2021
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: 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 | 0.44 | 43345 | 98512 | OK Necking | fsaylor |
| |
Temperature
|
72 f
|
UTM
|
400kip
|