Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214227 DEA: 100Q1214 EFIS: 1014000167
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-99-28.2/R37.3
Work Description: PLACE REINFORCED CONCRETE PAVEMENT, HMA & FIBER OPTIC CABLE SYSTEM.
Location Description: MERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Nathaniel Tumminello Structure Rep.: Karen Sampson
DIME Sample ID: 2021-01-19-7
TL Number from the TL Form: C502
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Authorization
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 01/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/26/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: Headed Bars
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC
Production or Authorization Testing: Authorization Testing
Rebar Heat Number(s): NA
Head Manufacturer Lot Number(s): 10 18 11 18
Rebar Size: #10
Headed Bar Model Name: 670
Size of Head: Reduced Size - 4x
Head Connection Type: Threaded
Head Shape: Circular
Rebar Manufacturer: NA
Head Manufacturer: HRC
Head Fabricator: HRC
Material Standard Code: ASTM A706
Headed Bar Unique ID:
DIME Test ID: 2021-01-19-7-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical)
Verified Date: 01/26/2021
Date Tested: 01/26/2021
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 Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 1 | | No. 10/32mm | 1 | 1.27 | 123941 | 97591 | OK Necking | fsaylor |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
DIME Test ID: 2021-01-19-7-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/26/2021
Date Tested: 01/26/2021
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 | 1.27 | 124312 | 97884 | OK Necking | fsaylor |
| |
Temperature
|
72 f
|
UTM
|
400kip
|
DIME Test ID: 2021-01-19-7-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/26/2021
Date Tested: 01/26/2021
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 | 1.27 | 124709 | 98196 | OK Necking | fsaylor |
| |
Temperature
|
72 f
|
UTM
|
400kip
|
DIME Test ID: 2021-01-19-7-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/26/2021
Date Tested: 01/26/2021
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: Head Pull off
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 | 1.27 | 120926 | 95218 | Head Pull off | fsaylor |
| |
Temperature
|
72 f
|
UTM
|
400kip
|