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Sample Record for 2019-06-05-12

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Project Information

Project ID: 212899 DEA: 051C6704 EFIS: 0512000194 QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-17-0.2-0.5
Work Description: PASATIEMPO RETAINING WALL -
Location Description: IN SANTA CRUZ FROM 0.5 MILE TO 0.3 MILES SOUTH OF PASATIEMPO OVERCROSSING
Contractor Name: Graniterock Construction
Contractor Address: 5225 Hellyer Ave, Suite 220, San Jose, CA 95138
Resident Engineer: Bertha Roman Structure Rep.: Ann Meyer

Sample Information

DIME Sample ID: 2019-06-05-12
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 06/05/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2019
The quantity of what the sample constitutes: 5
A brief description of the sample: Threaded Rebar
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Stressteel

Material Information

Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 80
Threaded Bar Type: Deformed
Rebar Size: 8
Nut Specification for Threaded Bar: C17500H1045
System Manufacturer: Stresssteal
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 3700001009 3700001011 BR18107306 BR18107307 B
Nut Heat Number(s): 100889956-01
Bar Lot Number: Unknown
Nut Lot Number: 4774
Coupler Heat Number(s): Unknown
Coupler Grade: Unknown

Test Results

Test 1 of 5

DIME Test ID: 2019-06-05-12-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2019
Date Tested: 06/12/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Bar & Nut Grade 80
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#8 Bar Heat #BR18107307, Nut Heat #10088995647740.791208328907411A615 Bar & Nut Grade 80Fred
Temperature 72 F
UTM 400KIP

Test 2 of 5

DIME Test ID: 2019-06-05-12-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2019
Date Tested: 06/12/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Bar & Nut
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#8 Bar Heat #3700001009, Nut Heat #10088995647740.791197289315415.3A615 Bar & NutFred
Temperature 72 F
UTM 400KIP

Test 3 of 5

DIME Test ID: 2019-06-05-12-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2019
Date Tested: 06/12/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Bar & Nut
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
3#8 Bar Heat #BR18107305, Nut Heat #10088995647740.791274629534412.5A615 Bar & NutFred
Temperature 72 F
UTM 400KIP

Test 4 of 5

DIME Test ID: 2019-06-05-12-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2019
Date Tested: 06/12/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Bar & Nut
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
4#8 Bar Heat #3700001011, Nut Heat #10088995647740.791229179140412.7A615 Bar & NutFred
Temperature 72 F
UTM 400KIP

Test 5 of 5

DIME Test ID: 2019-06-05-12-5
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2019
Date Tested: 06/12/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Bar & Nut
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
5#8 Bar Heat #BR18107306, Nut Heat #10088995647740.791211688909912.3A615 Bar & NutFred
Temperature 72 F
UTM 400KIP