Sample Record for 2021-08-12-3
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Project Information
Project ID: 215109 DEA: 081C8504 EFIS: 0813000047
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-0.0/5.8
Work Description: ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 MONROE STREET, INDIO, CA 92203
Resident Engineer: Osama Abdalla Structure Rep.: Ryan Kash (Reports)
Sample Information
DIME Sample ID: 2021-08-12-3
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: 08/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2021
The quantity of what the sample constitutes: 2
A brief description of the sample: ASTM A722 HS All Thread Bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Engineering Golden, CO
Material Information
Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Plain
Rebar Size: #11
Nut Specification for Threaded Bar: NA
System Manufacturer: Gerdau
Epoxy Coating Color: Purple
Threaded Bar Application: Threaded Bar
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 58046951
Nut Heat Number(s): NA
Bar Lot Number: NA
Nut Lot Number: NA
Coupler Heat Number(s): NA
Coupler Grade: NA
Test Results
Test 1 of 4
DIME Test ID: 2021-08-12-3-1
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/20/2021
Date Tested: 08/19/2021
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:
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
|
10.71
|
|
Second Bar Mean
|
11.1
|
|
Total mean value
|
10.91
|
Test 2 of 4
DIME Test ID: 2021-08-12-3-2
Test Method: ASTM A884-13: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Holiday)
Verified Date: 08/20/2021
Date Tested: 08/19/2021
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:
Test Result Compliance:
Additional Comments When Verified:
|
Total Number of Holiday
|
0
|
|
Total Length
|
14
|
|
Holidays Per Linear Foot of Bar
|
0
|
|
Holiday Test Pass/Fail
|
Pass
|
Test 3 of 4
DIME Test ID: 2021-08-12-3-3
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 08/20/2021
Date Tested: 08/20/2021
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: A722 Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Threaded Bar Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By | | 1 | ASTM A722 Type II Deformed Bar 1 3/8 : 36mm | 58046951 | 1.498 | 173428.65 | 158.51 | 0 | 32.8 | A722 Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
2000kip
|
Test 4 of 4
DIME Test ID: 2021-08-12-3-4
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 08/20/2021
Date Tested: 08/20/2021
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: A722 Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Threaded Bar Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By | | 2 | ASTM A722 Type II Deformed Bar 1 3/8 : 36mm | 58046951 | 1.58 | 181006.30 | 158.85 | 7.27 | 100 | A722 Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
2000kip
|
