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Sample Record for 2023-07-03-18

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Project Information

Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-L0.2/R6.1
Work Description: Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location Description: FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Contractor Name: FLATIRON WEST INC
Contractor Address: 2100 Goodyear Rd., Benicia, CA 94510
Resident Engineer: Jim Rogers Structure Rep.: Daniel Eggers

Sample Information

DIME Sample ID: 2023-07-03-18
TL Number from the TL Form: c740542
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 07/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/03/2023
The quantity of what the sample constitutes: 4
A brief description of the sample: HRC Couplers
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Steel

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator:
Rebar Size: #9
Coupler Model: HRC 500-510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 79001079 79001741
Rebar Heat Number(s): 3500030708
Rebar Size 2 :
Coupler Unique ID: TP-17-03

Test Results

Test 1 of 3

DIME Test ID: 2023-07-03-18-1
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: 07/06/2023
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: Ok necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1No. 9/29mm10.012219432194321Ok neckingaauvinen
UTM 400kip
Temperature 72.00 f
Halo ID Small

Test 2 of 3

DIME Test ID: 2023-07-03-18-2
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: 07/06/2023
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: Ok necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
2No. 9/29mm1019427094270Ok neckingaauvinen
UTM 400kip
Temperature 72.00 f
Halo ID

Test 3 of 3

DIME Test ID: 2023-07-03-18-3
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: 07/06/2023
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: Ok necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested 1
SampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
3No. 9/29mm1019431694316Ok neckingaauvinen
UTM 400kip
Temperature 72.00 f
Halo ID