Summary for Test 2024-08-25-24-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000037 DEA: 120U2404 EFIS: 1223000058 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-91-R9.8/R18.9 |
| Award Date | 03/12/2024 |
| Closeout Date | 12/15/2025 |
| Work Description | REPLACE CONCRETE SLABS, EXISTING LOOP DETECTORS AND TRAFFIC STRIPING. |
| Location Description | ORANGE COUNTY IN ANAHEIM AND YORBA LINDA FROM 0.3 MILE WEST OF LAKEVIEW AVENUE OVERCROSSING TO RIVERSIDE COUNTY LINE |
| QA Service Level | 1 (Verified on 01/26/2024) |
Sample Information
| Sample Taken Date | 08/25/2024 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/26/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 3 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jacob |
| Last name of sampler or witnessed by | Kadmous | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 24-0379 | |
| 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-65-EHI JPCP-RS |
|---|---|---|---|
| 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 | Rte 91 P.M. R9.8-R18.9 97+00~577+87 Slab Replacement |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-08-25-24
DIME Test ID: 2024-08-25-24-1
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: 2024-09-05
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Dan Morris
Date of test: 09/04/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 190190 lb
Maximum load on cylinder 2: 190920 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 10 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 6749.1 psi
Compressive strength of cylinder 2: 6775.0 psi
Compressive strength (to nearest 10 psi): 6760 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 24-0379 | 133.87 KB | 09/05/2024 | 2024-08-25-24-1 | Info |
Test was verified on 9/5/2024 ✔