Print Report | Back to Sample Detail

Sample Record for 2021-06-22-1

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

Project Information

Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029 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: FLATIRON WEST INC
Contractor Address: 2100 Goodyear Rd., Benicia, CA 94510
Resident Engineer: Rodney Murphy Structure Rep.: Ken Haas

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: 06/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2021
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 Results

Test 1 of 8

DIME Test ID: 2021-06-22-1-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/25/2021
Date Tested: 06/24/2021
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: A65 Nut Stripped off
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
No.8/25mm0.79115770797420A65 Nut Stripped off fsaylor
Temperature 72 f
UTM 400kip

Test 2 of 8

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)
Verified Date: 06/25/2021
Date Tested: 06/24/2021
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:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.79115635801660A615fsaylor
Temperature 72 f
UTM 400kip

Test 3 of 8

DIME Test ID: 2021-06-22-1-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/25/2021
Date Tested: 06/24/2021
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:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.791178847983311.25A615fsaylor
Temperature 72 f
UTM 400kip

Test 4 of 8

DIME Test ID: 2021-06-22-1-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/25/2021
Date Tested: 06/24/2021
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:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.791157948009815.46A615fsaylor
Temperature 72 f
UTM 400kip

Test 5 of 8

DIME Test ID: 2021-06-22-1-5
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/25/2021
Date Tested: 06/24/2021
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:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.791147228029614.38A615fsaylor
Temperature 72 f
UTM 400kip

Test 6 of 8

DIME Test ID: 2021-06-22-1-6
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/25/2021
Date Tested: 06/24/2021
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:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.79114317805640A615fsaylor
Temperature 72 f
UTM 400kip

Test 7 of 8

DIME Test ID: 2021-06-22-1-7
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/25/2021
Date Tested: 06/24/2021
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:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.791160268278711.97A615fsaylor
Temperature 72 f
UTM 400kip

Test 8 of 8

DIME Test ID: 2021-06-22-1-8
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/25/2021
Date Tested: 06/24/2021
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:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.79115648829460A615fsaylor
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.