Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210636 DEA: 112T1904 EFIS: 1100020291
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-M5.6/R6.0
Work Description: CONSTRUCT BIKE FACILITY W/HMA-A, WALLS, BARRIERS, LIGHTS AND OH SIGN.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM ADAMS AVENUE OVERCROSSING TO CAMINO DEL RIO SOUTH UNDERCROSSING
Contractor Name: Coffman Specialties
Contractor Address: 9685 Via Excelencia Ste 200, San Diego, CA 92126
Resident Engineer: Seid Hodzic Structure Rep.: Unknown
DIME Sample ID: 2016-08-23-4
TL Number from the TL Form: C605067
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: 08/23/2016
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: Threaded Bar
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type:
Rebar Size: 9
Nut Specification for Threaded Bar: NA
System Manufacturer: Williams Form
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
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: 2016-08-23-4-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/29/2016
Date Tested: 08/29/2016
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: A615 Threaded Bar and 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 #NF15103751, Nut Heat #499087 | D03-305-16 | 1 | 125086 | 87018 | 8.7 | A615 Threaded Bar and Nut | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
DIME Test ID: 2016-08-23-4-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/29/2016
Date Tested: 08/29/2016
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:
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 #NF15103751, Nut Heat #499087 | D03-305-16 | 1 | 1834 | 0 | 0 | | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
DIME Test ID: 2016-08-23-4-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/29/2016
Date Tested: 08/29/2016
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:
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 #NF15103751, Nut Heat #499087 | D03-305-16 | 1 | 1976 | 0 | 0 | | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
DIME Test ID: 2016-08-23-4-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/29/2016
Date Tested: 08/29/2016
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: A615 Threaded Bar and 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 #NF15103751, Nut Heat #499087 | D03-305-16 | 1 | 125121 | 85723 | 0 | A615 Threaded Bar and Nut | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
