Sample Record for 2018-07-26-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212995 DEA: 01262044 EFIS: 0112000203
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-47.2/47.3
Work Description:
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Nash Munes Structure Rep.: Tatjana Halda
Sample Information
DIME Sample ID: 2018-07-26-7
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 07/26/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2018
The quantity of what the sample constitutes: 2 heats 1 powder
A brief description of the sample: 9 ASTM A615 Grade 75 ASTM A934 Purple Epoxy Coated Threaded WFE Bars w/ nuts
From where was the sample collected: Fabricator
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: 9
Nut Specification for Threaded Bar: ASTM A108
System Manufacturer: Williams Form
Epoxy Coating Color: Purple
Threaded Bar Application: Soil Nail
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 1201000640 1201000649
Nut Heat Number(s): 8296508
Bar Lot Number: PG08744
Nut Lot Number: 9J1D
Coupler Heat Number(s): N/A
Coupler Grade: Not applicable
Test Results
Test 1 of 6
DIME Test ID: 2018-07-26-7-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/01/2018
Date Tested: 07/31/2018
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 | #9 Bar Heat #1201000649 | B36206518 | 1 | 108226 | 84009 | 11 | A615 Bar | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 2 of 6
DIME Test ID: 2018-07-26-7-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/01/2018
Date Tested: 07/31/2018
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 | | 2 | #9 Bar Heat #1201000649 | B36206518 | 1 | 106686 | 83158 | 0 | A615 Bar | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 3 of 6
DIME Test ID: 2018-07-26-7-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/01/2018
Date Tested: 07/31/2018
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 | #9 Bar Heat #1202000640 | B36206518 | 1 | 109050 | 84412 | 10.5 | A615 Bar | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 4 of 6
DIME Test ID: 2018-07-26-7-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/01/2018
Date Tested: 07/31/2018
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 | | 2 | #9 Bar Heat #1202000640 | B36206518 | 1 | 108668 | 84600 | 0 | A615 Bar | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 5 of 6
DIME Test ID: 2018-07-26-7-5
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/01/2018
Date Tested: 08/01/2018
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:
Test Result Compliance:
Additional Comments When Verified:
|
Lower spec. limit LSL
|
10 mils
|
|
Upper spec. limit USL
|
15 mils
|
|
Bar # for First Bar
|
1201000649-1
|
|
Bar # for Second Bar
|
1201000649-2
|
|
First Bar Mean
|
9.91
|
|
Second Bar Mean
|
10.11
|
|
Total mean value
|
10.01
|
Test 6 of 6
DIME Test ID: 2018-07-26-7-6
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/01/2018
Date Tested: 08/01/2018
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:
Test Result Compliance:
Additional Comments When Verified:
|
Lower spec. limit LSL
|
10 mils
|
|
Upper spec. limit USL
|
15 mils
|
|
Bar # for First Bar
|
1202000640-1
|
|
Bar # for Second Bar
|
1202000640-2
|
|
First Bar Mean
|
10.49
|
|
Second Bar Mean
|
10.8
|
|
Total mean value
|
10.65
|
