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Testing Report for 2021-08-30-6-1

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

Project Information

DEA: 04297634
EFIS: 0415000040
Project ID: 209820
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84,680-17.9/21
Work Description: ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location Description: ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Hung Ngo
Structure Rep.: Jordan Jarosz

Sample Information

DIME Sample ID: 2021-08-30-6
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: 8/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/2/2021
The quantity of what the sample constitutes: 2 per heat
A brief description of the sample: #8 Threaded Bar and #9 Cast Hex Nuts
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dywidag Systems

Material Information

Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: #9
Nut Specification for Threaded Bar: ASTM A897
System Manufacturer: DSI
Epoxy Coating Color: NA
Threaded Bar Application:
Coating Standards: Uncoated
Bar Heat Number(s): 61215292002, 6215292002, 6215292202 and 62152
Nut Heat Number(s): G130 and C041
Bar Lot Number: n/a
Nut Lot Number: n/a
Coupler Heat Number(s): n/a
Coupler Grade: n/a

Test Information

DIME Test ID: 2021-08-30-6-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 9/3/2021
Verified Date: 9/7/2021
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 Bar & Nut
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.9/29mm 1 113936 79005 15.26 A615 Bar & Nut fsaylor
Temperature: 72 f
UTM: 400kip