Print Report | Back to Sample Detail

Sample Record for 2020-10-23-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 213750 DEA: 120K0224 EFIS: 1214000097 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-14.5/17.1
Work Description: South County Improvement Project (Phase 2 - Oso/Alicia) CONST BRIDGES, RW, SW, HMA PVMT, JPCP, DRAINAGE, AND ELECT SYSTEMS.
Location Description: ORANGE COUNTY IN MISSION VIEJO AND LAGUNA HILLS FROM 0.7 MILE SOUTH OF OSO PARKWAY OVERCROSSING TO 0.3 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING
Contractor Name: Flatiron West, Inc
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, California 92078
Resident Engineer: Steven Kim Structure Rep.: Sara Soleimani

Sample Information

DIME Sample ID: 2020-10-23-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 10/23/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/26/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: #8 Headed Bar - Button Head 8BNX 4R1
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Integrity Rebar Placers

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 327019
Head Manufacturer Lot Number(s): Lot 1
Rebar Size: #8
Headed Bar Model Name: 8BNX 4R1
Size of Head: Full Size - 9x
Head Connection Type: Crimped Head
Head Shape: Circular
Rebar Manufacturer: Cascade Steel
Head Manufacturer: BarSplice Products
Head Fabricator: Integrity Rebar Placers
Material Standard Code: ASTM A706
Headed Bar Unique ID:

Test Results

Test 1 of 4

DIME Test ID: 2020-10-23-2-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/27/2020
Date Tested: 10/27/2020
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)CommentsTested By
10.7979704100891OK Neckingspaine
Temperature 72 f
UTM 400kip

Test 2 of 4

DIME Test ID: 2020-10-23-2-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/27/2020
Date Tested: 10/27/2020
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)CommentsTested By
10.7979745100943OK Neckingspaine
Temperature 72 f
UTM 400kip

Test 3 of 4

DIME Test ID: 2020-10-23-2-3
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/27/2020
Date Tested: 10/27/2020
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)CommentsTested By
10.7979681100862OK Neckingspaine
Temperature 72 f
UTM 400kip

Test 4 of 4

DIME Test ID: 2020-10-23-2-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/27/2020
Date Tested: 10/27/2020
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)CommentsTested By
10.7979746100945OK Neckingspaine
Temperature 72 f
UTM 400kip