Summary for Test 2015-04-30-5-1
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 7613 DEA: 071218W4 EFIS: 0700021119 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-29.4/31.6 |
| Award Date | 11/29/2012 |
| Closeout Date | 07/31/2023 |
| Work Description | REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS. |
| Location Description | LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/08/2012) |
Sample Information
| Sample Taken Date | 04/30/2015 | 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 | 05/12/2015 |
| Sample type | Quality Control | 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 | HAROLD | Last name of sampler or witnessed by | FRENCH |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 889-30 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | 150430 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | CAP AT ABUTMENT 2 B W C |
| Structure name | SECTION 13 STATION 160 26 to 161 22 |
Material Information
| Material Type | Concrete | The concrete mix design number | S62578 |
|---|---|---|---|
| The truck number from where the sample was collected | 383 | The batch plant ticket number from where the sample was collected | 179180 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | SHUTE | 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: 2015-04-30-5
DIME Test ID: 2015-04-30-5-1
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: 2015-05-28
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: 05/28/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 105120 lb
Maximum load on cylinder 2: 107870 lb
Type of fracture pattern of cylinder 1: 3
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: 28 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 3718.4 psi
Compressive strength of cylinder 2: 3827.9 psi
Compressive strength (to nearest 10 psi): 3770 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/28/2015 ✔