Project Information

Project ID: 215741 DEA: 01366004 EFIS: 0100000127 QA Service Level: 1

DIST-CO-RTE-PM: 01-HUM-101-80.0/84.0

Work Description: Indianola Cutoff UC

Location Description: HUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF

Contractor Name: Granite Construction Company

Contractor Address: 1324 S. State Street, Ukiah, CA 95482

Resident Engineer: Efren Banuelos Structure Rep.: Adlai Evans

Sample Information

DIME Sample ID: 2024-10-18-34

TL Number from the TL Form: TL-6034

Sample Submitted By Organization: Kleinfelder, Incorporated - Sacramento

Sample Organization Contact: (916) 308-3701

Type of Sample: Quality Assurance

Type of Material: SMTL TM5 - Welded Hoops

Sample Taken Date: 10/18/2024

Date that the sample was received by the laboratory/organization performing the testing: 10/21/2024

The quantity of what the sample constitutes: 150 hoops

A brief description of the sample: Flash Welded Rebar Hoops

From where was the sample collected: Fabricator

Laboratory sample identification:

Structure unique identifier: 04-0314

Structure name: Eureka Slough

The fabricator/manufacturer/facility name: Conco Companies Benicia

Material Information

Production or Authorization Testing: Production Testing

Service or Ultimate: Ultimate

Rebar Heat Number(s): 4135963

Hoop Manufacturer Lot Number(s): H100

Material Standard Code: ASTM A706

Material Grade: 60

Rebar Size: #5

Diameter of Hoop: 1'-6.5"

Epoxy Coated: No

Epoxy Coating Color: NA

Rebar Manufacturer: CMC Steel Arizona

Welding Company: Conco Companies Benicia

Coating Standards: Uncoated

Weld Type: Flash Welded

Test Results

Test 1 of 2

DIME Test ID: 2024-10-18-34-1

Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)

Verified Date: 10/25/2024

Date Tested: 10/23/2024

Submitted By Organization: Kleinfelder, Incorporated - Sacramento

Organization Address: 9969 Horn Road,

Organization City: Sacramento

Organization State: CA

Organization Zipcode: 95827

Organization Email: jslinkard@kleinfelder.com

Organization Phone: (916) 308-3701

General Comments for this Test:

Test Result Compliance:

Additional Comments When Verified:

Number of Samples

Sample	Mfg. Lot Number(s)	Size	Area (sqin)	Peak Load (lbf)	Peak Stress (psi)	Comments	Tested By
1	H-100	5	0.31	33190	107000	na	KD
2	H-100	5	0.31	28680	92500	na	KD
3	H-100	5	0.31	29650	95500	na	KD
4	H-100	5	0.31	30820	99500	na	KD

UTM

Temperature

72 f

Test 2 of 2

DIME Test ID: 2024-10-18-34-2

Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)