Summary for Test 2024-10-28-78-6
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994084 DEA: 060U8804 EFIS: 0616000074 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-26.3/27.6 |
| Award Date | 01/23/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY |
| Location Description | ON STATE ROUTE 99 |
| QA Service Level | 1 (Verified on 03/13/2023) |
Sample Information
| Sample Taken Date | 10/28/2024 | Sample Unique Key | 78 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/29/2024 | Sample type | Quality Control |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 8 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Julian |
| Last name of sampler or witnessed by | Carmona | Title of sampler | QC Field Technician |
| Telephone number of sampler | Laboratory sample identification | Mix 180412, Set 2 | |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | CalPortland |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | 00-0000 | Structure name | Abutment 1 |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 180412 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 17 | The batch plant ticket number from where the sample was collected | 0 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Set 1 |
| A detailed description of where the material sample was collected | Abutment Wall 3 and Wing Wall | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | 1 | Bag Lot No. | 1 |
Test Details
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DIME Sample ID: 2024-10-28-78
DIME Test ID: 2024-10-28-78-6
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-03-21
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michael Kaus
Date of test: 11/25/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 88710 lb
Maximum load on cylinder 2: 91300 lb
Maximum load on cylinder 3: 92870 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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 7240 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/21/2025 ✔