Summary for Test 2024-07-31-50-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214698 DEA: 120N8904 EFIS: 1214000130 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-133-8.3/M9.3 |
| Award Date | 11/09/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT AUXILIARY LANE. |
| Location Description | ORANGE COUNTY IN IRVINE FROM ROUTE 133/405 SEPARATION TO IRVINE CENTER DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 02/22/2021) |
Sample Information
| Sample Taken Date | 07/31/2024 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 08/01/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 9 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Younho | Last name of sampler or witnessed by | Rew |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 24-0345 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | NATIONAL | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | S72C443L1U |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
| 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 | Bridge Deck (F-Bridge) |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-07-31-50
DIME Test ID: 2024-07-31-50-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-08-08
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Dan Morris
Date of test: 08/07/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 48840 lb
Maximum load on cylinder 2: 51680 lb
Maximum load on cylinder 3: 51500 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.5 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 3907.2 psi
Compressive strength of cylinder 2: 4111.4 psi
Compressive strength of cylinder 3: 4097.1 psi
Compressive strength (to nearest 10 psi): 4040 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 24-0345 | 139.54 KB | 08/08/2024 | 2024-07-31-50-1 | Info |
Test was verified on 8/8/2024 ✔