Sample Record for 2022-08-09-6
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Project Information
Project ID: 993169 DEA: 050A0904 EFIS: 0513000028
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-156-R1.4/R2.0
Work Description: WIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING.
Location Description: MONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.3 MILE EAST OF ROUTE 156/183 SEPARATION TO 0.2 MILE EAST OF CASTROVILLE BOULEVARD
Contractor Name: Granite Rock (Bryan Jones)
Contractor Address: 5225 Hellyer Ave, Ste 220, San Jose, CA 95138
Resident Engineer: David Hopper Structure Rep.: Dean Russu
Sample Information
DIME Sample ID: 2022-08-09-6
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 08/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2022
The quantity of what the sample constitutes: 19
A brief description of the sample: #6 Headed Rebar (HRC555)
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar (Tracy)
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 6033237
Head Manufacturer Lot Number(s): LOT 1
Rebar Size: #6
Headed Bar Model Name: HRC 555
Size of Head: Reduced Size - 4x
Head Connection Type: Forged
Head Shape: Circular
Rebar Manufacturer: CMC
Head Manufacturer: CMC HRC
Head Fabricator: CMC
Material Standard Code: ASTM A706
Headed Bar Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2022-08-09-6-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/17/2022
Date Tested: 08/17/2022
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 | | 1 | 0.44 | 42707.57 | 97063 | ok necking | spaine |
| |
|
Temperature
|
72 f
|
|
UTM
|
450kip
|
Test 2 of 3
DIME Test ID: 2022-08-09-6-2
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/17/2022
Date Tested: 08/17/2022
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 | | 1 | 0.44 | 42943.83 | 97600 | ok necking | spaine |
| |
|
Temperature
|
72 f
|
|
UTM
|
450kip
|
Test 3 of 3
DIME Test ID: 2022-08-09-6-3
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/17/2022
Date Tested: 08/17/2022
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 | | 1 | 0.44 | 42963.44 | 97644 | ok necking | spaine |
| |
|
Temperature
|
72 f
|
|
UTM
|
450kip
|
