Sample Record for 2023-07-05-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993817 DEA: 051C4104 EFIS: 0512000139
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-154-R2.6/R2.6
Work Description: ALAMO PINTADO PED BRIDGE
Location Description: SANTA BARBARA COUNTY NEAR LOS OLIVOS AT ALAMO PINTADO CREEK PEDESTRIAN BRIDGE
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, CA 95660
Resident Engineer: David Cooper Structure Rep.: Fabian Velasco
Sample Information
DIME Sample ID: 2023-07-05-3
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3675 - Santa Barbara 1
Sample Organization Contact: (805) 441-6932
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 07/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2023
The quantity of what the sample constitutes: 150 counts
A brief description of the sample: #10 rebar with mechanical couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 51-0366Y
Structure name: Alamo Pintado Pedestrian Bridge
The fabricator/manufacturer/facility name: CMC HRC
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Rebar
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator:
Rebar Size: #10
Coupler Model: HRC 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 5395277, 74128926
Rebar Heat Number(s): 4127278, 6035653
Rebar Size 2 :
Coupler Unique ID: TP-17-03
Test Results
Test 1 of 3
DIME Test ID: 2023-07-05-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/10/2023
Date Tested: 07/10/2023
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: 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) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | | No. 10/32mm | 1 | 0.0137 | 1.27 | 122362 | 96348 | Ok Necking | rmacias |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
Small
|
Test 2 of 3
DIME Test ID: 2023-07-05-3-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/10/2023
Date Tested: 07/10/2023
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: HRC 500 510 Ok Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | | No. 10/32mm | 1 | 0 | 1.27 | 121818 | 95920 | HRC 500 510 Ok Necking | rmacias |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 3 of 3
DIME Test ID: 2023-07-05-3-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/10/2023
Date Tested: 07/10/2023
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: HRC 500 510 Ok Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | | No. 10/32mm | 1 | 0 | 1.27 | 122340 | 96331 | HRC 500 510 Ok Necking | rmacias |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2023-07-05-3-2 | CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip) | 07/05/2023 | Not scheduled | Alis Chhay | CT HQ - Sacramento Structural Materials Testing Laboratory | | |
76543
