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Testing Report for 2015-12-29-5-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 041SS424
EFIS: 0412000601
Project ID: 211126
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-680-R20.2
Work Description: Reconstruct slope and roadway and construct retaining wall to prevent further downhill slippage and failure of the roadway.
Location Description: In Alameda County at Route 580/680 Separation
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2015-12-29-5
TL Number from the TL Form: 207343
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 12/29/2015
Date that the sample was received by the laboratory/organization performing the testing: 1/5/2016
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Jobsite

Material Information

The concrete mix design number: zzzzzzzzzzzzzzz
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 11111111111111111
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2015-12-29-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 2/16/2016
Verified Date: 2/16/2016
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email:
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified : Hello Kharakbir, I am sorry for late respond, I was on vacation last week. Here is the test result that you requested. Thanks

Submitted Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.99 in
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength (to nearest 10 psi): 4520 psi
Maximum load on cylinder 1: 127946 lb
Maximum load on cylinder 2: 125779 lb
Compressive strength of cylinder 1: 4585.9 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 4463.4 psi
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Age of specimen: 28 days
Age of specimen in hours: no data