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 # 10462104 Cty TUO Rte 108 PM R18.9/38.8

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Shamsurahman Sheenwari

Date Reported:

09/02/2022

Address:

TL Number:

174105

City:

Project Name: COLD PLANE, HMA, DRAINAGE REPLACEMENT, AND MODIFY TRAFFIC STATIONS.

Prime Contractor:

Sample Taken Date:

07/08/2022

Mix Design:

718815A6

Contractor: Unknown

Location: TUOLUMNE COUNTY IN AND NEAR LONG BARN FROM 0.1 MILE WEST OF LONG BARN ROAD TO 2.3 MILES EAST OF COW CREEK ROAD

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

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
14.0312.76571154478.01
24.0212.69573044515.01
34.0212.695697644891

DIME Test ID: 2022-07-08-22-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4490
Age of specimen: 28 days
Certified By: Ryan Crawford


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

Capped in accordance with ASTM C617/CTM521

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
14.0312.76622614881.01
24.0312.76660665179.01
34.0312.766387150071

DIME Test ID: 2022-07-08-22-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5020
Age of specimen: 56 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