Sample Record for 2024-03-29-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994588 DEA: 081H3904 EFIS: 0817000032
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R20.5/R21.6,R25.5/R30.7
Work Description: CONSTRUCT BUILDING, ROADWAY EXC, JPCP, AND TEMPORARY BARRIER SYSTEM.
Location Description: SAN BERNARDINO COUNTY FROM 0.6 MILE NORTH OF CLEGHORN ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF ROUTE 138 AND FROM 0.5 MILE SOUTH OF TRUCK SAFETY CHECK AREA TO 0.4 MILE NORTH OF OAK HILL ROAD OVERCROSSING
Contractor Name: POWELL CONSTRUCTORS INC
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Mauricio Santa Cruz Structure Rep.: Oluwatayo Ogeyemi
Sample Information
DIME Sample ID: 2024-03-29-1
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: 03/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2024
The quantity of what the sample constitutes: 2
A brief description of the sample: #8 GR75 All Thread Bar Epoxy Coated
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: WFE SD
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size:
Nut Specification for Threaded Bar: 29
System Manufacturer: Drill Tech
Epoxy Coating Color: Purple
Threaded Bar Application: Threaded Bar
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 1000123050
Nut Heat Number(s): 5395778
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s):
Coupler Grade:
Test Results
Test 1 of 3
DIME Test ID: 2024-03-29-1-1
Test Method: ASTM A934-19: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 04/19/2024
Date Tested: 04/17/2024
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: complies
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
|
10.06
|
|
Second Bar Mean
|
10.08
|
|
Total mean value
|
10.07
|
Test 2 of 3
DIME Test ID: 2024-03-29-1-2
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/19/2024
Date Tested: 04/17/2024
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 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 | | No.8/25mm | | 0.79 | 127958 | 101918 | 9.62 | A615 Bar and Nut | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 3 of 3
DIME Test ID: 2024-03-29-1-3
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/19/2024
Date Tested: 04/17/2024
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 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 | | No.8/25mm | | 0.79 | 128083 | 102915 | 0 | A615 Bar and Nut | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
