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Sample Record for 2019-09-06-7

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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: 2019-09-06-7
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 09/06/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/12/2019
The quantity of what the sample constitutes: 126 ea
A brief description of the sample: # 8 ASTM Gr. 80 Threaded Bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier: 44-SCR
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: Plain
Rebar Size:
Nut Specification for Threaded Bar: Grade 75
System Manufacturer: Stresssteel
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): 3700001011
Nut Heat Number(s): 100889956-01
Bar Lot Number: 370000101120
Nut Lot Number: 4774
Coupler Heat Number(s): Unknown
Coupler Grade: Unknown

Test Results

Test 1 of 3

DIME Test ID: 2019-09-06-7-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/17/2019
Date Tested: 09/17/2019
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 Stripped Out
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.8/25mm0.79103703915552.2A615 Bar & Nut Stripped Outfsaylor
Temperature 72 f
UTM 2000kip

Test 2 of 3

DIME Test ID: 2019-09-06-7-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/17/2019
Date Tested: 09/17/2019
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 Stripped Out
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.8/25mm0.7999962919390A615 Bar & Nut Stripped Outfsaylor
Temperature 72 f
UTM 2000kip

Test 3 of 3

DIME Test ID: 2019-09-06-7-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/17/2019
Date Tested: 09/17/2019
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
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.8/25mm0.7912131710536714.67A615 Barfsaylor
Temperature 72 f
UTM 2000kip