Sample Record for 2026-07-23-23
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000970 DEA: 031J6304 EFIS: 0321000023
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-6.04/7.06
Work Description: WILLOW SLOUGH REPLACEMENT
Location Description: SACRAMENTO COUNTY NEAR ELK GROVE FROM 0.2 MILE NORTH OF ARNO ROAD TO 0.4 MILE SOUTH OF DILLARD ROAD
Contractor Name: GRANITE CONSTRUCTION
Contractor Address: 4001 BRADSHAW ROAD, SACRAMENTO, CA 95827
Resident Engineer: Chris McDermott Structure Rep.: Nhut (Jim) Ngo
Sample Information
DIME Sample ID: 2026-07-23-23
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: 07/23/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2026
The quantity of what the sample constitutes: 4
A brief description of the sample: #8 Rebar couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dayton Superior
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: Dayton Superior
Intermediate Assembler or Fabricator:
Rebar Size: #8
Coupler Model: D250SCA
Coating Standards: ASTM A775 epoxy
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): Lot 218364
Rebar Heat Number(s): 9012807
Rebar Size 2 :
Coupler Unique ID: SL-17-01
Test Results
Test
DIME Test ID: 2026-07-23-23-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 08/03/2026
Date Tested: 08/03/2026
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:
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Number of Samples
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4
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| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 8 | 0.79 | 0.0038 | 72480 | 91747 | ok necking | Atlas | | 2 | 1 | 8 | 0.79 | 0000 | 69610 | 88114 | ok necking | Atlas | | 3 | 1 | 8 | 0.79 | 0000 | 65430 | 82823 | ok necking | Atlas | | 4 | 1 | 8 | 0.79 | 0000 | 71620 | 90658 | ok necking | Atlas |
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Temperature
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0 f
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|
UTM
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NA
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Halo ID
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na
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