Summary for Test 2024-05-17-56-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 214698 DEA: 120N8904 EFIS: 1214000130 |
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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 | 05/17/2024 | Sample Unique Key | 56 |
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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 | 05/24/2024 |
Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | ACI | Last name of sampler or witnessed by | ACI |
Title of sampler | Telephone number of sampler | 3236202764 | |
Laboratory sample identification | 24-0243 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | National / Irvine | 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 | S72C447T14 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 004178 | |
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 | Structural |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-05-17-56
DIME Test ID: 2024-05-17-56-1
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: 2024-05-27
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Dan Morris
Date of test: 05/24/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 54730 lb
Maximum load on cylinder 2: 51300 lb
Maximum load on cylinder 3: 49470 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: 12.59 in^2
Cross sectional area of cylinder 2: 12.62 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 4100 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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24-0243 | 138.01 KB | 05/27/2024 | 2024-05-17-56-1 | Info |
Test was verified on 5/27/2024 ✔