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Sample Record for 2018-07-18-20

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

Project Information

Project ID: 213153 DEA: 044S7804 EFIS: 0400020145 QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-1-24.7
Work Description: REPLACE EXISTING CULVERTS WITH 36' REINFORCED CONCRETE SLAB BRIDGE.
Location Description: MARIN COUNTY NEAR OLEMA AT 1.8 MILES SOUTH OF SIR FRANCIS DRAKE BOULEVARD
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95688
Resident Engineer: Steve Russell Structure Rep.: Janine Marr

Sample Information

DIME Sample ID: 2018-07-18-20
TL Number from the TL Form: C74452
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 07/18/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: A615 Grade 75 Threaded Bar
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jade-Sterling, Nelsen Steel, Steel Dynamics

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: unknown
System Manufacturer: Unknown
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): A162614
Nut Heat Number(s): 8290416
Bar Lot Number: Unknown
Nut Lot Number: 3947
Coupler Heat Number(s): A163593
Coupler Grade: 75

Test Results

Test 1 of 3

DIME Test ID: 2018-07-18-20-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/25/2018
Date Tested: 07/24/2018
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: Nut Stripped
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1#10 Bar Heat #A162614, Nut Heat #8290416,S43018181.27109004844090Nut StrippedFred
Temperature 72 F
UTM 400KIP

Test 2 of 3

DIME Test ID: 2018-07-18-20-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/25/2018
Date Tested: 07/24/2018
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 Grip Pull
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1#10 Bar Heat #A162614, Nut Heat #8290416,S43018181.2712255810876114.1A615 Grip PullFred
Temperature 72 F
UTM 400KIP

Test 3 of 3

DIME Test ID: 2018-07-18-20-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/25/2018
Date Tested: 07/24/2018
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 & Coupler
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
2#10 Bar Heat #A162614, Nut Heat #8290416, CoS43018181.2796420874050A615 Bar & CouplerFred
Temperature 72 F
UTM 400KIP

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.