Summary for Test 2015-04-29-2-1
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 209019 DEA: 071952U4 EFIS: 0700000201 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-23,101-3.3/3.8,R0.1/R4.5 |
| Award Date | 11/21/2013 |
| Closeout Date | 06/25/2019 |
| Work Description | WIDEN FREEWAY AND RAMPS AND RECONSTRUCT MEDIAN. |
| Location Description | VENTURA COUNTY IN THOUSAND OAKS ON ROUTE 101 FROM 0.6 MILE SOUTH OF WESTLAKE BOULEVARD OVERCROSSING TO 0.4 MILE NORTH OF MOORPARK ROAD UNDERCROSSING AND ON ROUTE 23 FROM ROUTE 101 TO 0.1 MILE NORTH OF HILLCREST DRIVE UNDERCROSSING |
| QA Service Level | 1 (Verified on 08/13/2013) |
Sample Information
| Sample Taken Date | 04/29/2015 | 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 | 05/05/2015 |
| Sample type | Verification | A brief description of the sample | 6x12 |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | A | Last name of sampler or witnessed by | MAGHSOUDLOO |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 876-20 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | 106620 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | CONEJO BENT 3 INFILL WALL |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | S72500 |
|---|---|---|---|
| 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 | NOT PROVIDED | 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: 2015-04-29-2
DIME Test ID: 2015-04-29-2-1
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: 2015-05-13
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: 05/13/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 93360 lb
Maximum load on cylinder 2: 98510 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 14 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3302.4 psi
Compressive strength of cylinder 2: 3484.6 psi
Compressive strength (to nearest 10 psi): 3390 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/13/2015 ✔