Sample Record for 2024-08-23-35
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994088 DEA: 01434844 EFIS: 0117000133
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-1-51.3/52.1
Work Description: Jack Peters Creek Bridge
Location Description: MENDOCINO COUNTY AT MENDOCINO FROM LARKIN ROAD TO 0.2 MILE SOUTH OF SURFWOOD ESTATES ROAD
Contractor Name: MCCULLOUGH CONSTRUCTION INC
Contractor Address: 57 Alder Grove Road, Arcata, CA 95521
Resident Engineer: Mojtaba Mosallai Structure Rep.: Kari Forbes
Sample Information
DIME Sample ID: 2024-08-23-35
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (213) 505-4213
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 08/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2024
The quantity of what the sample constitutes: 150
A brief description of the sample: Epoxy Coated Coupler
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dayton Superior
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator:
Rebar Size: #8
Coupler Model: Double Barrel Zap Screwlok
Coating Standards: ASTM A775 epoxy
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 2288
Rebar Heat Number(s): 6050125
Rebar Size 2 :
Coupler Unique ID: SB-17-02
Test Results
Test 1 of 5
DIME Test ID: 2024-08-23-35-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/29/2024
Date Tested: 08/29/2024
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test: Service Splice
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. 8/25mm | 1 | 0 | 0.79 | 75021 | 94964 | Service Splice | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 2 of 5
DIME Test ID: 2024-08-23-35-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/29/2024
Date Tested: 08/29/2024
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test: Service Splice
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. 8/25mm | 1 | 0 | 0.79 | 76632 | 97003 | Service Splice | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 3 of 5
DIME Test ID: 2024-08-23-35-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 08/29/2024
Date Tested: 08/29/2024
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test: Service Splice
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. 8/25mm | 1 | 0 | 0.79 | 76223 | 96485 | Service Splice | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 4 of 5
DIME Test ID: 2024-08-23-35-4
Test Method: ASTM A775-19: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 08/29/2024
Date Tested: 08/29/2024
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
First Bar Mean
|
9.41
|
|
Second Bar Mean
|
9.34
|
|
Lower spec. limit LSL
|
7
|
|
Upper spec. limit USL
|
16
|
|
Bar # for First Bar
|
1
|
|
Bar # for Second Bar
|
2
|
|
Total mean value
|
9.38
|
|
Total number of values less than LSL
|
no data
|
|
Total number of values greater than USL
|
no data
|
Test 5 of 5
DIME Test ID: 2024-08-23-35-5
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 08/29/2024
Date Tested: 08/29/2024
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Total Number of Holiday
|
no data0
|
|
Total Length
|
5
|
|
Holidays Per Linear Foot of Bar
|
no data0 holiday per ft
|
|
Holiday Test Pass/Fail
|
Pass
|
|
Bend Test Pass/Fail
|
NA
|
