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Sample Record for 2018-06-04-2

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Project Information

Project ID: 212408 DEA: 09350804 EFIS: 0900020055 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-80.6/84.1
Work Description: CONSTRUCT PULVERIZED ROADBED, HMA AND ANCHORED WIRE MESH SYSTEM.
Location Description: MONO COUNTY NEAR BRIDGEPORT FROM BUCKEYE ROAD TO 2.9 MILES SOUTH OF SWAUGER CANYON ROAD
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: PO BOX 2210, PISMO BEACH PO BOX 2210 CA 9344
Resident Engineer: Lee Scotese Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-06-04-2
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: 06/04/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2018
The quantity of what the sample constitutes: 1270
A brief description of the sample: Threadbar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Access Steel

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: F563
System Manufacturer: Access Limited
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): BR16103666, BR16103664, BR16103663, BR1710683
Nut Heat Number(s): 100786496, NF16203899
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s):
Coupler Grade:

Test Results

Test 1 of 4

DIME Test ID: 2018-06-04-2-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/06/2018
Date Tested: 06/06/2018
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 & Nut, Strip off
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1#8 HDG Threaded Bar & NutL81077180.79102817886741.8A615 Bar & Nut, Strip offFred
Temperature 72 F
UTM 400KIP

Test 2 of 4

DIME Test ID: 2018-06-04-2-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/06/2018
Date Tested: 06/06/2018
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 & Nut, Strip Out
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
2#8 HDG Threaded Bar & NutL81077180.79102808888861.7A615 Bar & Nut, Strip OutFred
Temperature 72 F
UTM 400KIP

Test 3 of 4

DIME Test ID: 2018-06-04-2-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/06/2018
Date Tested: 06/06/2018
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
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1#8 Threaded BarL81077180.7912025610255112.6A615 BarFred
Temperature 72 F
UTM 400KIP

Test 4 of 4

DIME Test ID: 2018-06-04-2-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/06/2018
Date Tested: 06/06/2018
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 Threaded Bar
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
2#8 Threaded BarL81077180.7912043710472012.2A615 Threaded BarFred
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.