Sample Record for 2018-08-08-14
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: 2018-08-08-14
TL Number from the TL Form: NA
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 08/08/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2018
The quantity of what the sample constitutes: Unknown
A brief description of the sample: Williams Thread Bars With Nuts and Couplers
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form
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: 75
System Manufacturer: Williams Form
Epoxy Coating Color: Purple
Threaded Bar Application: Soil Nail
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 100892227
Nut Heat Number(s): 8296508
Bar Lot Number: Unknown
Nut Lot Number: 9J1D
Coupler Heat Number(s): 9H6D, 9H4D
Coupler Grade: 75
Test Results
Test 1 of 5
DIME Test ID: 2018-08-08-14-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/27/2018
Date Tested: 08/15/2018
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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 Williams Bar | B1017618 | 1 | 125764 | 99172 | 8.4 | A615 Bar | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 2 of 5
DIME Test ID: 2018-08-08-14-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/27/2018
Date Tested: 08/15/2018
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: A615 Bar & Coupler 9H4D
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 Williams Bar & Coupler 9H4D | B1017618 | 1 | 93897 | 93255 | 0 | A615 Bar & Coupler 9H4D | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 3 of 5
DIME Test ID: 2018-08-08-14-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/27/2018
Date Tested: 08/15/2018
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: A615 Bar & Coupler 9H6D
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 | 3 | #9 Williams Bar & Coupler 9H6D | B1017618 | 1 | 125104 | 96793 | 0 | A615 Bar & Coupler 9H6D | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 4 of 5
DIME Test ID: 2018-08-08-14-4
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/27/2018
Date Tested: 08/15/2018
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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
|
1
|
Bar # for Second Bar
|
2
|
First Bar Mean
|
12.54
|
Second Bar Mean
|
14.79
|
Total mean value
|
13.66
|
Test 5 of 5
DIME Test ID: 2018-08-08-14-5
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/27/2018
Date Tested: 08/27/2018
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: A615 Threaded Bar and Coupler
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 | 4 | #9 Williams Bar & Coupler 9H6D | B1017618 | 1 | 122479 | 98956 | 0 | A615 Threaded Bar and Coupler | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|