STATE OF CALIFORNIA - CALIFORNIA STATE TRANSPORTATION AGENCY

Gavin Newsom, Governor


DEPARTMENT OF TRANSPORTATION

DIVISION OF ENGINEERING SERVICES

MATERIALS ENGINEERING AND TESTING SERVICES

Concrete Materials Testing Branch

5900 Folsom Blvd.

Sacramento, CA 95819

916-227-7205

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Contract # 034F6504 Cty YOL Rte 50 PM 0.0/2.5,4.1/R11.4

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Matt Solano

Date Reported:

03/28/2024

Address:

TL Number:

169775

City:

Project Name: CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS.

Prime Contractor: Flat-Iron Teichert A Joint Venture

Sample Taken Date:

02/29/2024

Mix Design:

1615674

Contractor: Unknown

Location : YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING

Structure unique identifier:

Structure name:

Location of Pour:


The following testing has been tested in accordance with:

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

Cured in accordance with ASTM C511

SpecimenAverage diameter of cylinder (in)Cross sectional area of cylinder (in^2)Maximum load on cylinder (lb)Compressive strength of cylinder (psi)Type of fracture pattern of cylinder
14.0112.63699795541.01
24.0212.69770156068.01
34.0112.638370066271

DIME Test ID: 2024-02-29-18-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6080
Age of specimen: 28 days
Certified By: Spencer Adams



Summary of Items Observed and Conversations:

Comments: This report is for the purpose of reporting test results.
Should you require recommendations concerning repairs or remedial efforts please contact the METS representative,
who represents the Materials Engineering and Testing Services for your project.

*Subject to final inspection by the Resident Engineer.




TL- Report of Laboratory Testing