Sample Record for 2022-08-23-12
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993301 DEA: 060U2804 EFIS: 0615000293
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-245-1.4,4.2
Work Description: PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL.
Location Description: TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Mike Garrett Structure Rep.: Benajamin Holton
Sample Information
DIME Sample ID: 2022-08-23-12
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Department Acceptance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 08/23/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/29/2022
The quantity of what the sample constitutes: 20
A brief description of the sample: #9 Grip Twist with Doughnut
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martinez steel
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 223722
Head Manufacturer Lot Number(s): A213740/C201070
Rebar Size: #9
Headed Bar Model Name: GripTwist and Grip Twist Doughnut
Size of Head: Full Size - 9x
Head Connection Type: Crimped Head
Head Shape: Circular
Rebar Manufacturer: Cascade
Head Manufacturer: GripTwist
Head Fabricator: Barsplice
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2022-08-23-12-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/31/2022
Date Tested: 08/30/2022
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: 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 | | S9-2 | 1 | 98806.24 | 98806 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
450kip
|
Test 2 of 3
DIME Test ID: 2022-08-23-12-2
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/31/2022
Date Tested: 08/30/2022
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: 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 | | S9-2 | 1 | 104968.12 | 104968 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
450kip
|
Test 3 of 3
DIME Test ID: 2022-08-23-12-3
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/31/2022
Date Tested: 08/30/2022
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: 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 | | S9-2 | 1 | 107329.60 | 107330 | Ok Necking | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
450kip
|
