Summary for Test 2015-03-18-3-1
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 | 03/18/2015 | 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 | 03/23/2015 |
| Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | M | Last name of sampler or witnessed by | TALEB |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 833-18A | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | 150318A |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | RW 42 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | NOT PROVIDED |
|---|---|---|---|
| The truck number from where the sample was collected | 464 | The batch plant ticket number from where the sample was collected | 160101 |
| 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: 2015-03-18-3
DIME Test ID: 2015-03-18-3-1
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: 2015-04-29
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: 04/29/2015
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 140170 lb
Maximum load on cylinder 2: 135350 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: 1.00
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: 4958.3 psi
Compressive strength of cylinder 2: 4787.8 psi
Compressive strength (to nearest 10 psi): 4870 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/29/2015 ✔