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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 HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
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
Headed Bar Unique ID:

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 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: 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 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: 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 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: 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 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:
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