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Sample Record for 2021-08-10-1

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Project Information

Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-0.0/5.8
Work Description: ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 MONROE STREET, INDIO, CA 92203
Resident Engineer: Osama Abdalla Structure Rep.: Luis Negrete

Sample Information

DIME Sample ID: 2021-08-10-1
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: 08/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/13/2021
The quantity of what the sample constitutes: Heat 100100654
A brief description of the sample: 150 ksi All Thread Bar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: RW388R, RW466R, RW472R, RW474R, RW536R
The fabricator/manufacturer/facility name: Williams Form Engineering San Diego

Material Information

Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Plain
Rebar Size: #11
Nut Specification for Threaded Bar: A29
System Manufacturer: Williams Form Engineering
Epoxy Coating Color: Purple
Threaded Bar Application: Soil Nail
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 100100654
Nut Heat Number(s): 75081194
Bar Lot Number: NA
Nut Lot Number: Heat Code 36E5D
Coupler Heat Number(s): NA
Coupler Grade: NA

Test Results

Test 1 of 5

DIME Test ID: 2021-08-10-1-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 08/17/2021
Date Tested: 08/16/2021
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: Bar & Nut Heat #75081194 (36E5D)
Test Result Compliance:
Additional Comments When Verified:
Number of Threaded Bar Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)Reduction of area (%)CommentsTested By
1ASTM A722 Type II Deformed Bar 1 3/8 : 36mm1001006541.515159827.15151.39050.2Bar & Nut Heat #75081194 (36E5D)fsaylor
Temperature 72 f
UTM 2000kip

Test 2 of 5

DIME Test ID: 2021-08-10-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 08/17/2021
Date Tested: 08/16/2021
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: Bar & Nut Heat #75081194 (36E5D) Nut Stripped off
Test Result Compliance:
Additional Comments When Verified:
Number of Threaded Bar Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)Reduction of area (%)CommentsTested By
2ASTM A722 Type II Deformed Bar 1 3/8 : 36mm1001006541.58164306.16150.173.64100Bar & Nut Heat #75081194 (36E5D) Nut Stripped offfsaylor
Temperature 72 f
UTM 2000kip

Test 3 of 5

DIME Test ID: 2021-08-10-1-3
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 08/17/2021
Date Tested: 08/16/2021
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: Bar Grip Pull
Test Result Compliance:
Additional Comments When Verified:
Number of Threaded Bar Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)Reduction of area (%)CommentsTested By
3ASTM A722 Type II Deformed Bar 1 3/8 : 36mm1001006541.58165378.86164.957.27100Bar Grip Pullfsaylor
Temperature 72 f
UTM 2000kip

Test 4 of 5

DIME Test ID: 2021-08-10-1-4
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/17/2021
Date Tested: 08/16/2021
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:
Test Result Compliance:
Additional Comments When Verified:
Lower spec. limit LSL 7
Upper spec. limit USL 12
Bar # for First Bar 1
Bar # for Second Bar 2
First Bar Mean 11.24
Second Bar Mean 10.52
Total mean value 10.88

Test 5 of 5

DIME Test ID: 2021-08-10-1-5
Test Method: ASTM A884-13: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Holiday)
Verified Date: 08/17/2021
Date Tested: 08/16/2021
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:
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday 0
Total Length 14
Holidays Per Linear Foot of Bar 0
Holiday Test Pass/Fail Pass

Tests Assigned to this Sample

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