Summary for Test 2024-10-02-101-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994744 DEA: 072XG504 EFIS: 0723000149 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-66.3/67.3 |
| Award Date | 03/27/2023 |
| Closeout Date | 09/26/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/04/2023) |
Sample Information
| Sample Taken Date | 10/02/2024 | Sample Unique Key | 101 |
|---|---|---|---|
| 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 | 10/02/2024 |
| Sample type | Acceptance | A brief description of the sample | SB 5 Lane #3 Sta 3509+30 to Sta 3513+06 |
| The quantity of what the sample constitutes | 20cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Caesar | Last name of sampler or witnessed by | Ramirez |
| Title of sampler | Transportation Engineer Civil | Telephone number of sampler | 8189748391 |
| Laboratory sample identification | 24-3075 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Short Load Concrete | 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 | CTS-30-EHI |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NA | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Job site | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-10-02-101
DIME Test ID: 2024-10-02-101-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-10-16
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Caesar Ramirez
Date of test: 10/16/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 121278 lb
Maximum load on cylinder 2: 118201 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: 5 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4261.3 psi
Compressive strength of cylinder 2: 4166.4 psi
Compressive strength (to nearest 10 psi): 4210 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/16/2024 ✔
