Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210735 DEA: 071193U4 EFIS: 0713000007
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-37.2/42.4
Work Description: CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location Description: IN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
Contractor Name: Guy F. Atkinson
Contractor Address: 18201 Von Karman Ave, Suite #800, IRVINE CA 92612
Resident Engineer: Rodolfo Cao Structure Rep.: David Win
DIME Sample ID: 2016-09-28-8
TL Number from the TL Form: C970903
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: 09/28/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2016
The quantity of what the sample constitutes: 6
A brief description of the sample: Threaded Rebar
From where was the sample collected: Distributor
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DSI Gerdau Farrar
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: #11
Nut Specification for Threaded Bar: NA
System Manufacturer: DSI
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: 2016-09-28-8-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/30/2016
Date Tested: 09/30/2016
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 | #11 Bar Heat #6214131102, Nut Heat #H166 | L02-130-16 | 1.56 | 112487 | 78798 | 19.4 | A615 Threaded Bar and Nut | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
DIME Test ID: 2016-09-28-8-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/30/2016
Date Tested: 09/30/2016
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 | #11 Bar Heat #6214131102, Nut Heat #H166 | L02-130-16 | 1.56 | 98978 | 0 | 0 | | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
DIME Test ID: 2016-09-28-8-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/30/2016
Date Tested: 09/30/2016
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 Nu
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 | #11 Bar Heat #6214131102, Nut Heat #H166 | L02-130-16 | 1.56 | 112169 | 100167 | 0 | A615 Threaded Bar and Nu | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
DIME Test ID: 2016-09-28-8-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/30/2016
Date Tested: 09/30/2016
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 Nu
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 | #11 Bar Heat #6214131203, Nut Heat #H166 | L02-130-16 | 1.56 | 115514 | 80860 | 19.4 | A615 Threaded Bar and Nu | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
DIME Test ID: 2016-09-28-8-5
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/30/2016
Date Tested: 09/30/2016
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 Nu
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 | #11 Bar Heat #6214131203, Nut Heat #H166 | L02-130-16 | 1.56 | 114980 | 80864 | 0 | A615 Threaded Bar and Nu | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
DIME Test ID: 2016-09-28-8-6
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/30/2016
Date Tested: 09/30/2016
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 Nu
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 | #11 Bar Heat #6214066202, Nut Heat #H166 | L02-130-16 | 1.56 | 117787 | 78115 | 16.2 | A615 Threaded Bar and Nu | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
DIME Test ID: 2016-09-28-8-7
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/30/2016
Date Tested: 09/30/2016
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 Nu
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 | #11 Bar Heat #6214066202, Nut Heat #H166 | L02-130-16 | 1.56 | 117640 | 78065 | 0 | A615 Threaded Bar and Nu | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|