Sample Record for 2021-03-25-1
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Project Information
Project ID: 212896 DEA: 04160304 EFIS: 0400000429
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-13.33
Work Description: NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location Description: IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: 11315 Sunrise Gold Circle, Suite A, Rancho Cordova, CA 95742
Resident Engineer: Yannaing Tun (Abeer Dahhan) Structure Rep.: Oanh Bui
Sample Information
DIME Sample ID: 2021-03-25-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 03/25/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/30/2021
The quantity of what the sample constitutes: Heat 100206742
A brief description of the sample: No 10 A615 Gr 75 Epoxy Coated Threaded Bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier: 33-E0417
Structure name:
The fabricator/manufacturer/facility name: Williams Form Engineering San Diego
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: #10
Nut Specification for Threaded Bar: ASTM A108
System Manufacturer: WIlliams Form ENgineering
Epoxy Coating Color: Purple
Threaded Bar Application: Soil Nail
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 100206742, 100207534
Nut Heat Number(s): 75079288, 72076075
Bar Lot Number: NA
Nut Lot Number: 10P7D, 10N3D
Coupler Heat Number(s): NA
Coupler Grade: NA
Test Results
Test 1 of 6
DIME Test ID: 2021-03-25-1-1
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 04/05/2021
Date Tested: 04/01/2021
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: Heat #100207534
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
|
1
|
|
First Bar Mean
|
12.17
|
|
Second Bar Mean
|
11.62
|
|
Total mean value
|
11.89
|
Test 2 of 6
DIME Test ID: 2021-03-25-1-2
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 04/05/2021
Date Tested: 04/02/2021
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: Heat #100206742
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
|
13.36
|
|
Second Bar Mean
|
13.15
|
|
Total mean value
|
13.25
|
Test 3 of 6
DIME Test ID: 2021-03-25-1-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/05/2021
Date Tested: 04/02/2021
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 | | No.10/32mm | | 1.27 | 116455 | 86454 | 6.47 | A615 Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 4 of 6
DIME Test ID: 2021-03-25-1-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/05/2021
Date Tested: 04/02/2021
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 | | No.10/32mm | | 1.27 | 116646 | 87578 | 0 | A615 Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 5 of 6
DIME Test ID: 2021-03-25-1-5
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/05/2021
Date Tested: 04/02/2021
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 | | No.10/32mm | | 1.27 | 123701 | 94089 | 8.51 | A615 Bar | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 6 of 6
DIME Test ID: 2021-03-25-1-6
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/05/2021
Date Tested: 04/02/2021
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 | | No.10/32mm | | 1.27 | 122140 | 93730 | 0 | A615 Bar | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
