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 |
|---|---|---|---|
| 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 | 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 |
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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 in
Average diameter of cylinder 2: 6 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
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 ✔