Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210770 DEA: 11408004 EFIS: 1100020480
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-79-0.0/29.6
Work Description: UPGRADE BRIDGE RAIL AND GUARDRAIL, AND SLOPE REPAIR.
Location Description: IN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OFSAMAGATUMA CREEK BRIDGE TO 0.1 MILE NORTH OF MATAGUAL CREEK BRIDGE
Contractor Name: PAL GENERAL ENGINEERING INC
Contractor Address: 5374 Eastgate Mall, San Diego, CA 92122
Resident Engineer: Adrian Cortez Structure Rep.: Unknown
DIME Sample ID: 2016-07-21-14
TL Number from the TL Form: C731356
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: 07/21/2016
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: Threaded Rebar
From where was the sample collected: Distributor
Laboratory sample identification: Bar 6214075905 Nut 000W18127
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DSI Gerdau
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: 8
Nut Specification for Threaded Bar: NA
System Manufacturer: DSI
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s):
Nut Heat Number(s):
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s):
Coupler Grade:
DIME Test ID: 2016-07-21-14-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/01/2016
Date Tested: 07/28/2016
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: Nut striped Off, Bar did not Break
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 Bar Heat #6214075950, Nut Heat #000W18127 | L6715116 | 0.79 | 111375 | 80881 | 15.6 | Nut striped Off, Bar did not Break | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
DIME Test ID: 2016-07-21-14-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/01/2016
Date Tested: 07/28/2016
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: Nut Stripped Off Bar Did Not Break
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 Bar Heat #6214075950, Nut Heat #000W18127 | L6715116 | 0.79 | 111227 | 80902 | 6.1 | Nut Stripped Off Bar Did Not Break | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
