Summary for Test 2015-04-21-5-1
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 209916 DEA: 07259024 EFIS: 0713000046 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5,10,91,110,134-Var |
| Award Date | 12/31/2014 |
| Closeout Date | 08/03/2023 |
| Work Description | INSTALL AUSTIN VAULT SAND FILTERS AND BIOFILTRATION SWALE AND STRIPS |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/09/2015) |
Sample Information
| Sample Taken Date | 04/21/2015 | Sample Unique Key | 5 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 04/23/2015 |
| Sample type | Verification | A brief description of the sample | 6x12 concrete cylindes |
| The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | C | Last name of sampler or witnessed by | Tong |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 903-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Associate Ready Mix | Transportation Laboratory (TL) Number | 150421 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | AVSF |
Material Information
| Material Type | Concrete | The concrete mix design number | 556300 |
|---|---|---|---|
| The truck number from where the sample was collected | 448 | The batch plant ticket number from where the sample was collected | 046 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Fig 8 and 9 | 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: 2015-04-21-5
DIME Test ID: 2015-04-21-5-1
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: 2015-04-24
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: 04/24/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 76770 lb
Maximum load on cylinder 2: 76190 lb
Type of fracture pattern of cylinder 1: 2
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: 3 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: 2715.6 psi
Compressive strength of cylinder 2: 2695.1 psi
Compressive strength (to nearest 10 psi): 2710 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/24/2015 ✔