Summary for Test 2015-04-02-2-2
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 208862 DEA: 080K7104 EFIS: 0800000366 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15,215-14.0/R16.4,16.0/17.8 |
| Award Date | 11/13/2012 |
| Closeout Date | 02/13/2017 |
| Work Description | I-15/I-215 Interchange Improvements (Devore) |
| Location Description | On I-15 from 0.8 mile south of Glen Helen Parkway UC to 1.4 mile north of Kenwood Ave UC And On I-215 from 1.2 mile south of Devore Road OC to the I-15 junction |
| QA Service Level | 1 (Verified on 06/10/2013) |
Sample Information
| Sample Taken Date | 04/02/2015 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 04/03/2015 |
| Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4CYLS | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | RAVINDER | Last name of sampler or witnessed by | G |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 868-57 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | 118957 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | SAMPLE 1 |
| Structure name | SOFFIT AND STEM PUOR 1 |
Material Information
| Material Type | Concrete | The concrete mix design number | CTI-4500DI |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | CHUTTE | 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
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DIME Sample ID: 2015-04-02-2
DIME Test ID: 2015-04-02-2-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-05-14
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 05/14/2015
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 146590 lb
Maximum load on cylinder 2: 144320 lb
Type of fracture pattern of cylinder 1: 2
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
Age of specimen: 42 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5201.9 psi
Compressive strength of cylinder 2: 5105.1 psi
Compressive strength (to nearest 10 psi): 5150 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/14/2015 ✔