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

image

Contract # 041J3204 Cty SON Rte 116 PM 13.7

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Scott Hislop

Date Reported:

10/03/2016

Address:

TL Number:

Unknown

City:

Project Name: REPLACE RETAINING WALL, DRAINAGE, AND HMA RESURFACING.

Prime Contractor: GORDON N. BALL, INC.

Sample Taken Date:

09/28/2016

Mix Design:

72102503F

Contractor: Unknown

Location: REPLACE RETAINING WALL, DRAINAGE, AND HMA RESURFACING.

Structure unique identifier: 041J3204

Structure name: Retaining Wall Pocket Creek

Location of Pour: Unknown


The following testing has been tested in accordance with:

ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

SpecimenCross sectional area of cylinder (in^2)Average diameter of cylinder (in)Compressive strength of cylinder (psi)Maximum load on cylinder (lb)Type of fracture pattern of cylinder
128.095.983597.61010561
228.095.983611.51014461

DIME Test ID: 2016-09-28-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3600
Age of specimen: 5 days
Certified By: Mike Mullins



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