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Sample Record for 2019-09-17-2

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Project Information

Project ID: 214017 DEA: 010J5904 EFIS: 0119000058 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-VAR-VAR
Work Description: Repair Roadway and Culvert
Location Description: In Del Norte County at Various Locations
Contractor Name: Tidewater Construction
Contractor Address: P.O. BOX 1956, BROOKINGS, OR 97415
Resident Engineer: Clayton Malmberg Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-09-17-2
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Sacramento Field Laboratory
Sample Organization Contact: (916) 227-7263
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 09/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2019
The quantity of what the sample constitutes: 70
A brief description of the sample: Dayton D158B #6 36" epoxy coated headed bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: Ritmer Creek Culvert Replacement
The fabricator/manufacturer/facility name: Precon

Material Information

Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 3100003685
Head Manufacturer Lot Number(s): 310000368520
Rebar Size: 6
Headed Bar Model Name: D158B
Size of Head: Full Size - 9x
Head Connection Type:
Head Shape: Circular
Rebar Manufacturer: Dayton
Head Manufacturer: Dayton
Head Fabricator: Dayton
Material Standard Code: ASTM A615

Test Results

Test 1 of 4

DIME Test ID: 2019-09-17-2-1
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/19/2019
Date Tested: 09/19/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke, 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
10.4444996102265Bar Broke, Ok Neckingbewing
Temperature 72 f
UTM 400kip

Test 2 of 4

DIME Test ID: 2019-09-17-2-2
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/19/2019
Date Tested: 09/19/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke, 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
10.4444656101491Bar Broke, Ok Neckingbewing
Temperature 72 f
UTM 400kip

Test 3 of 4

DIME Test ID: 2019-09-17-2-4
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/19/2019
Date Tested: 09/19/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Bar Broke, 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
10.4444773101756Bar Broke, Ok Neckingbewing
Temperature 72 f
UTM 400kip

Test 4 of 4

DIME Test ID: 2019-09-17-2-5
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 09/19/2019
Date Tested: 09/19/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
First Bar Mean 9.02
Second Bar Mean 8.95
Lower spec. limit LSL 7
Upper spec. limit USL 16
Bar # for First Bar 1
Bar # for Second Bar 2
Total mean value 8.98
Total number of values less than LSL no data
Total number of values greater than USL no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.