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Testing Report for 2021-06-22-1-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 030H08U4
EFIS: 0319000029
Project ID: 214469
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-L0.2/R6.1
Work Description: Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location Description: FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Rodney Murphy
Structure Rep.: Lily Chang

Sample Information

DIME Sample ID: 2021-06-22-1
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 6/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 6/24/2021
The quantity of what the sample constitutes: 226,334 lbs of threaded rebar
A brief description of the sample: #8 A615 GR 75 Threaded Rebar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dywidag Systems International

Material Information

Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type:
Rebar Size: #8
Nut Specification for Threaded Bar: ASTM A519
System Manufacturer: Dywidag Systems
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): 6215925, 62152926, 62152951, 62152957
Nut Heat Number(s): A202255
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s):
Coupler Grade:

Test Information

DIME Test ID: 2021-06-22-1-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 6/24/2021
Verified Date: 6/25/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: A615
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

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 115635 80166 0 A615 fsaylor
Temperature: 72 f
UTM: 400kip