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Sample Record for 2016-01-20-4

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

Project Information

Project ID: 211144 DEA: 6TTSC EFIS: 6TTSC QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project in support of DES Substructure Committee. The committee is in the process of developing standard procedures for evaluation and approval of new slurry systems that will be submitted to Caltrans. The purpose of this laboratory testing is to measure and document the compressive streng
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-01-20-4
TL Number from the TL Form: control
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Informational
Type of Material: Concrete
Sample Taken Date: 01/20/2016
Date that the sample was received by the laboratory/organization performing the testing: 01/20/2016
The quantity of what the sample constitutes: 3 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Other
Laboratory sample identification: control
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: translab

Material Information

The concrete mix design number: control
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 00000000000
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: translab
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test Information 1 of 1

DIME Test ID: 2016-01-20-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/17/2016
Date Tested: 02/17/2016
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: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Average diameter of cylinder 3 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Cross sectional area of cylinder 3 28.37 in^2
Compressive strength (to nearest 10 psi) 7320 psi
Maximum load on cylinder 1 208003 lb
Maximum load on cylinder 2 208269 lb
Maximum load on cylinder 3 206314 lb
Compressive strength of cylinder 1 7331.8 psi
Type of fracture pattern of cylinder 1 4
Compressive strength of cylinder 2 7341.2 psi
Compressive strength of cylinder 3 7272.3 psi
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 2
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
Correction factor for cylinder 3 no data
Age of specimen 28 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.