Sample Record for 2017-05-30-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211712 DEA: 07305204 EFIS: 0714000092
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33-15.7
Work Description: CONSTRUCT SOIL NAIL WALL AND ROCK SLOPE PROTECTION.
Location Description: VENTURA COUNTY NEAR OJAI AT 0.1 MILE SOUTH OF NORTH FORK MATILIJA CREEK BRIDGE
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 Livingston Ave, Valencia, CA 91355
Resident Engineer: Alfred Ira Structure Rep.: Pantaleon Rivera
Sample Information
DIME Sample ID: 2017-05-30-1
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 - Threaded Bar
Sample Taken Date: 05/30/2017
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: No. 9 Grade 75 epoxy coated bars, and hex nuts
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Eng
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size:
Nut Specification for Threaded Bar: ASTM A615
System Manufacturer: Williams Form Eng
Epoxy Coating Color: Purple
Threaded Bar Application: Soil Nail
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 100786966
Nut Heat Number(s): NF15203512
Bar Lot Number: 10078696621
Nut Lot Number: 9H5D
Coupler Heat Number(s): N/A
Coupler Grade: N/A
Test Results
Test 1 of 3
DIME Test ID: 2017-05-30-1-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/08/2017
Date Tested: 06/07/2017
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 | #9 Bar Heat #100786966, Nut Heat #9H5D | L08 | 1 | 127739 | 100713 | 8.9 | A615 Bar & Nut | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 2 of 3
DIME Test ID: 2017-05-30-1-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/08/2017
Date Tested: 06/07/2017
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 | #9 Bar Heat #100786966, Nut Heat #9H5D | L08 | 1 | 127950 | 100389 | 0 | A615 Bar & Nut | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 3 of 3
DIME Test ID: 2017-05-30-1-3
Test Method: ASTM A884-14: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Verified Date: 06/08/2017
Date Tested: 06/07/2017
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:
|
First Bar Mean
|
12.09 mils
|
|
Second Bar Mean
|
13.55 mils
|
|
Lower spec. limit LSL
|
10 mils
|
|
Upper spec. limit USL
|
15 mils
|
|
Total mean value
|
12.82 mils
|
|
Total number of values less than LSL
|
no data
|
|
Total number of values greater than USL
|
no data
|
