Summary for Test 2014-11-19-3-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 210053 EFIS: 0000000764 |
---|---|
DIST-CO-RTE-PM | --- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Crush test |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 11/19/2014 | Sample Unique Key | 3 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 11/19/2014 |
Sample type | Acceptance | A brief description of the sample | cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Other |
First name of sampler or witnessed by | xxxxxxxxxxxxx | Last name of sampler or witnessed by | xxxxxxx |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | 87427 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
Structure name | CHP Academy |
Material Information
Material Type | Concrete | The concrete mix design number | xxxxxxxxxxxxxxxxxxx |
---|---|---|---|
The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | xxxxxxxxxxxxxxxxxxx |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | from mix truck | Where the material sample would have been placed if not sampled | Not set |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2014-11-19-3
DIME Test ID: 2014-11-19-3-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-12-10
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SV
Date of test: 12/10/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 139690 lb
Maximum load on cylinder 2: 141100 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): Both cylinder diameters for each specimen are not in compliance. w/ ASTM C39 section 6.1. Diameters measured differ more than 2%.
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Age of specimen: 21 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4923.9 psi
Compressive strength of cylinder 2: 4991.2 psi
Compressive strength (to nearest 10 psi): 4960 psi
General comments (publicly viewable) (Max 1000 characters): Both cylinder average diameters are not within 2% requirement. Please check cylinder molds.
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 12/10/2014 ✔