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Sample Record for 2018-08-08-21

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Project Information

Project ID: 212618 DEA: 044G0564 EFIS: 0417000154 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-680-M2.4/M12.4
Work Description: ROADWAY REHAB, BRIDGE REPLACEMENT, RET. WALLS, TOLL SYSTEMS
Location Description: FREMONT AND AT SUNOL FROM MISSION BOULEVARD SEPARATION TO KOOPMAN ROAD UNDERCROSSING
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Yannaing Tun Structure Rep.: Jordan Jarosz

Sample Information

DIME Sample ID: 2018-08-08-21
TL Number from the TL Form: NA
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: 08/08/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2018
The quantity of what the sample constitutes: 6
A brief description of the sample: Williams Thread Bars
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form

Material Information

Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: 9
Nut Specification for Threaded Bar: 75
System Manufacturer: Williams Form
Epoxy Coating Color: Purple
Threaded Bar Application: Soil Nail
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 100890429, 100791753, 100888818
Nut Heat Number(s): 8296508
Bar Lot Number: Unknown
Nut Lot Number: 9J1D
Coupler Heat Number(s): Unknown
Coupler Grade: Unknown
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2018-08-08-21-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/21/2018
Date Tested: 08/16/2018
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 Williams 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
1#9 Williams Bar Heat #100890429B10172181120185877929.5A615 Williams BarFred
Temperature 72 F
UTM 400KIP

Test 2 of 5

DIME Test ID: 2018-08-08-21-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/21/2018
Date Tested: 08/16/2018
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 Williams 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
2#9 Williams Bar Heat #100890429B10172181121710912200A615 Williams BarFred
Temperature 72 F
UTM 400KIP

Test 3 of 5

DIME Test ID: 2018-08-08-21-3
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/21/2018
Date Tested: 08/16/2018
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:
Test Result Compliance:
Additional Comments When Verified:
Lower spec. limit LSL 10 mils
Upper spec. limit USL 15 mils
Bar # for First Bar 100890429-1
Bar # for Second Bar 100890429-2
First Bar Mean 11.99
Second Bar Mean 13.75
Total mean value 12.87

Test 4 of 5

DIME Test ID: 2018-08-08-21-4
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/21/2018
Date Tested: 08/16/2018
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:
Test Result Compliance:
Additional Comments When Verified:
Lower spec. limit LSL 10 mils
Upper spec. limit USL 12 mils
Bar # for First Bar 100791753-1
Bar # for Second Bar 100791753-2
First Bar Mean 14.25
Second Bar Mean 11.94
Total mean value 13.09

Test 5 of 5

DIME Test ID: 2018-08-08-21-5
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/21/2018
Date Tested: 08/16/2018
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:
Test Result Compliance:
Additional Comments When Verified:
Lower spec. limit LSL 10 mils
Upper spec. limit USL 12 mils
Bar # for First Bar 100888818-1
Bar # for Second Bar 100888818-2
First Bar Mean 11.09
Second Bar Mean 10.8
Total mean value 10.94