Project Information

Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 QA Service Level: 1

DIST-CO-RTE-PM: 08-SBD-15-R28.6/37.5

Work Description: REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT

Location Description: SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING

Contractor Name: SULLY - MILLER CONTRACTING COMPANY

Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821

Resident Engineer: Larry J Canuti Structure Rep.: Taghreed Al-khateeb

Sample Information

DIME Sample ID: 2024-08-13-9

TL Number from the TL Form:

Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office

Sample Organization Contact: (858) 285-5797

Type of Sample: Quality Assurance

Type of Material: SMTL TM7 - Epoxy Coated Rebar

Sample Taken Date: 08/13/2024

Date that the sample was received by the laboratory/organization performing the testing: 08/15/2024

The quantity of what the sample constitutes: 4800

A brief description of the sample: tie bars

From where was the sample collected: Manufacturer

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Pacific Highway Products

Material Information

Rebar Heat Number(s): B240974

Rebar Epoxy Batch Number(s): CH0954MK

Rebar Coating Specification: ASTM A934

Rebar Size (#): #6

Rebar Coating Color: Purple

Rebar Manufacturer: Steel Dynamics

Rebar Coater: Simcote

Rebar Powder Manufacturer: Sherwin Williams

Release Number: 93-96

Quality Assurance Code:

Test Results

Test 1 of 2

DIME Test ID: 2024-08-13-9-1

Test Method: ASTM A934-19: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)

Verified Date: 08/21/2024

Date Tested: 08/16/2024

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: complies

Additional Comments When Verified:

Lower spec. limit LSL	7 mils
Upper spec. limit USL	12 mils
Bar # for First Bar	1
Bar # for Second Bar	2
First Bar Mean	7.86
Second Bar Mean	7.71
Total mean value	7.78

Test 2 of 2

DIME Test ID: 2024-08-13-9-2

Test Method: ASTM A934-19: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)