Summary for Test 2015-03-19-5-4
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 3959 DEA: 072159C4 EFIS: 0700000339 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-001.8/003.0 |
| Award Date | 08/19/2011 |
| Closeout Date | 08/16/2018 |
| Work Description | CARMENITA INTERCHANGE IMPROVEMENT |
| Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM ALONDRA BOULEVARD OVERCROSSING TO SHOEMAKER AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 05/01/2012) |
Sample Information
| Sample Taken Date | 03/19/2015 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 03/24/2015 |
| Sample type | Quality Control | A brief description of the sample | 6X12 CYLINDERS |
| The quantity of what the sample constitutes | 8 CYLINDERS | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | CALVIN | Last name of sampler or witnessed by | DAO |
| Title of sampler | TEC | Telephone number of sampler | Unknown |
| Laboratory sample identification | 833-52 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | PUOR 152 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | RT DECK FROM SPAN 5 TO SPAN 6 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SM40325 |
|---|---|---|---|
| The truck number from where the sample was collected | 356 AND 354 | The batch plant ticket number from where the sample was collected | 160158 AND 160202 |
| 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
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DIME Sample ID: 2015-03-19-5
DIME Test ID: 2015-03-19-5-4
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: 2015-04-30
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: 04/30/2015
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 171010 lb
Maximum load on cylinder 2: 168320 lb
Type of fracture pattern of cylinder 1: 3
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: 1.00
Age of specimen: 42 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: 6049.2 psi
Compressive strength of cylinder 2: 5954.0 psi
Compressive strength (to nearest 10 psi): 6000 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/30/2015 ✔