Summary for Test 2023-08-28-76-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-37/40 |
| Award Date | 11/17/2020 |
| Closeout Date | 09/24/2024 |
| Work Description | PADRE JUAN REHAB |
| Location Description | VEN 101 |
| QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
| Sample Taken Date | 08/28/2023 | Sample Unique Key | 76 |
|---|---|---|---|
| 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 | 08/29/2023 |
| Sample type | Quality Assurance | A brief description of the sample | LCB |
| The quantity of what the sample constitutes | 10 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Manuel | Last name of sampler or witnessed by | Uy |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 23-1296 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | 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 | G3-21-PCC-351 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 686 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | 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: 2023-08-28-76
DIME Test ID: 2023-08-28-76-1
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-11-16
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Aleksey Souglobov
Date of test: 10/09/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 165851 lb
Maximum load on cylinder 2: 176528 lb
Maximum load on cylinder 3: 168688 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 5
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
Correction factor for cylinder 3: 1.00
Age of specimen: 42 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
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength of cylinder 1: 5866.7 psi
Compressive strength of cylinder 2: 6244.4 psi
Compressive strength of cylinder 3: 5967.0 psi
Compressive strength (to nearest 10 psi): 0 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2023 ✔