Sample Record for 2017-05-05-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211854 DEA: 043G0804 EFIS: 0400021272
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-30.5
Work Description: CONSTRUCT ROADWAY AND SOIL NAIL WALLS
Location Description: SONOMA COUNTY NEAR FORT ROSS AT 2.6 MILES SOUTH OF FORT ROSS ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 585 West Beach Street, Watsonville, CA 95076
Resident Engineer: Scott Hislop Structure Rep.: Clifford Law
Sample Information
DIME Sample ID: 2017-05-05-1
TL Number from the TL Form: Unknown
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 - Couplers
Sample Taken Date: 05/05/2017
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: Epoxy coated coupler, Grade 75
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A615
Material Grade: 60
Rebar Manufacturer: unknown
Coupler Manufacturer: Williams Form
Intermediate Assembler or Fabricator: Eaton Steel Bar Co
Rebar Size: No. 8
Coupler Model: unknown
Coating Standards: ASTM A934
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): unknown
Rebar Heat Number(s): unknown
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 2
DIME Test ID: 2017-05-05-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 05/11/2017
Date Tested: 05/10/2017
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: complies
Additional Comments When Verified:
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Necking Test Option
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Necking Test Option I
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|
Shape of the Sample
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Straight Sample
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|
Sample 1 Visible Necking?
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No
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Sample 1 Location of Fracture?
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coupler
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Sample 2 Visible Necking?
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No
|
|
Sample 2 Location of Fracture?
|
coupler
|
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Sample 3 Visible Necking?
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No
|
|
Sample 3 Location of Fracture?
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N A
|
|
Sample 4 Visible Necking?
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No
|
|
Sample 4 Location of Fracture?
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N A
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Test 2 of 2
DIME Test ID: 2017-05-05-1-2
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 05/11/2017
Date Tested: 05/10/2017
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: does not comply
Additional Comments When Verified:
|
First Bar Mean
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11.04 mils
|
|
Second Bar Mean
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7.99 mils
|
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Lower spec. limit LSL
|
10 mils
|
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Upper spec. limit USL
|
15 mils
|
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Bar # for First Bar
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no data
|
|
Bar # for Second Bar
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no data
|
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Total mean value
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9.52 mils
|
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Total number of values less than LSL
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no data
|
|
Total number of values greater than USL
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no data
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