Summary for Test 2016-10-07-1-1
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 209141 DEA: 07215954 EFIS: 0700001835 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-0.0/7.6 |
| Award Date | 04/24/2014 |
| Closeout Date | 07/14/2022 |
| Work Description | WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES |
| Location Description | LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605 |
| QA Service Level | 1 (Verified on 06/02/2014) |
Sample Information
| Sample Taken Date | 10/07/2016 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/08/2016 | Sample type | Quality Assurance |
| A brief description of the sample | RW 314 footing | The quantity of what the sample constitutes | 1 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Armando Hernandez |
| Last name of sampler or witnessed by | Hernandez | Title of sampler | ASR |
| Telephone number of sampler | 949-279-8453 | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | SPC |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | 53E0213 | Structure name | RW 314 |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | G3-15-3600-590 |
|---|---|---|---|
| The truck number from where the sample was collected | load 18 | The batch plant ticket number from where the sample was collected | 37129 |
| Concrete batch plant | SPC onsite batch plant | The fabricator/manufacturer designation for the sample | on site batch plant |
| A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | RW Footing |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-10-07-1
DIME Test ID: 2016-10-07-1-1
Testing Lab: CT D07 - Santa Fe Springs Field Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2016-11-06
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Tuan Nguyen
Date of test: 11/03/2016
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 112649 lb
Maximum load on cylinder 2: 126468 lb
Type of fracture pattern of cylinder 1: 6
Type of fracture pattern of cylinder 2: 6
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 27 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: 3984.8 psi
Compressive strength of cylinder 2: 4473.6 psi
Compressive strength (to nearest 10 psi): 4230 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/6/2016 ✔