Sample Record for 2018-06-04-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212408 DEA: 09350804 EFIS: 0900020055
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-80.6/84.1
Work Description: CONSTRUCT PULVERIZED ROADBED, HMA AND ANCHORED WIRE MESH SYSTEM.
Location Description: MONO COUNTY NEAR BRIDGEPORT FROM BUCKEYE ROAD TO 2.9 MILES SOUTH OF SWAUGER CANYON ROAD
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: PO BOX 2210, PISMO BEACH PO BOX 2210 CA 9344
Resident Engineer: Lee Scotese Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2018-06-04-2
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: 06/04/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2018
The quantity of what the sample constitutes: 1270
A brief description of the sample: Threadbar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Access Steel
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: F563
System Manufacturer: Access Limited
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): BR16103666, BR16103664, BR16103663, BR1710683
Nut Heat Number(s): 100786496, NF16203899
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s):
Coupler Grade:
Test Results
Test 1 of 4
DIME Test ID: 2018-06-04-2-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/06/2018
Date Tested: 06/06/2018
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, Strip off
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 | #8 HDG Threaded Bar & Nut | L8107718 | 0.79 | 102817 | 88674 | 1.8 | A615 Bar & Nut, Strip off | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 2 of 4
DIME Test ID: 2018-06-04-2-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/06/2018
Date Tested: 06/06/2018
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, Strip Out
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 | #8 HDG Threaded Bar & Nut | L8107718 | 0.79 | 102808 | 88886 | 1.7 | A615 Bar & Nut, Strip Out | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 3 of 4
DIME Test ID: 2018-06-04-2-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/06/2018
Date Tested: 06/06/2018
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
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 | #8 Threaded Bar | L8107718 | 0.79 | 120256 | 102551 | 12.6 | A615 Bar | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 4 of 4
DIME Test ID: 2018-06-04-2-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/06/2018
Date Tested: 06/06/2018
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 Threaded Bar
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 | #8 Threaded Bar | L8107718 | 0.79 | 120437 | 104720 | 12.2 | A615 Threaded Bar | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
