Sample Record for 2017-11-08-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211573 DEA: 050Q6004 EFIS: 0500020290
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-17-1.0/1.4
Work Description: ACACIA ERADICATION AND SLOPE STABILIZATION WITH ROADWAY WORK.
Location Description: SANTA CRUZ COUNTY NEAR SANTA CRUZ FROM 0.2 MILE NORTH OF PASATIEMPO OVERCROSSING TO BEULAH PARK UNDERCROSSING
Contractor Name: Graniterock Company
Contractor Address: 411 Walker Street, Watsonville, CA 95077
Resident Engineer: Bertha Roman Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2017-11-08-4
TL Number from the TL Form: C719148
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 11/08/2017
Date that the sample was received by the laboratory/organization performing the testing: 11/13/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: A615 Grade 75 HDG Threaded Bar
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form
Material Information
Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: #6
Nut Specification for Threaded Bar: A108
System Manufacturer: Williams Form
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): NF15102802
Nut Heat Number(s): 499580
Bar Lot Number: NF1510280251
Nut Lot Number: 6K5D
Coupler Heat Number(s): Unknown
Coupler Grade: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2017-11-08-4-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/14/2017
Date Tested: 11/13/2017
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: A615 Bar & Nut
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | 1 | Williams Bar#8 Bar Heat #15102802, Nut Heat | B7618617 | 0.44 | 121718 | 96211 | 0.2 | A615 Bar & Nut | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 2 of 2
DIME Test ID: 2017-11-08-4-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/14/2017
Date Tested: 11/13/2017
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: A615 Bar & Nut
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | 2 | Williams Bar#8 Bar Heat #15102802, Nut Heat | B7618617 | 0.44 | 127457 | 98415 | 8.3 | A615 Bar & Nut | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
