Summary for Test 2024-06-06-115-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995192 DEA: 07351304 EFIS: 0718000189 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2,5-15.1,22.5 |
| Award Date | 01/16/2024 |
| Closeout Date | Not set |
| Work Description | SEISMIC RETROFIT AND GUARDRAIL UPGRADE. |
| Location Description | LOS ANGELES COUNTY AT ROUTE 2/5 SEPARATION |
| QA Service Level | 1 (Verified on 10/03/2023) |
Sample Information
| Sample Taken Date | 06/06/2024 | Sample Unique Key | 115 |
|---|---|---|---|
| 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 | 06/07/2024 |
| Sample type | Quality Control | A brief description of the sample | structural concrete |
| The quantity of what the sample constitutes | 2 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Angel | Last name of sampler or witnessed by | Zuniga |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | National Ready Mix - Glendale | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | S59C456T10 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 325735 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | SB 5 to NB 2 Connector Barrier Rail Footing (5GCN7 188+5.3 to 190+11.6) | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-06-06-115
DIME Test ID: 2024-06-06-115-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-07-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jorge reyes
Date of test: 07/05/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 106700 lb
Maximum load on cylinder 2: 110360 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 29 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 3840 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2024 ✔