Summary for Test 2025-02-05-27-6
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000301 DEA: 07333704 EFIS: 0716000316 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-138-43.4/51.4 |
| Award Date | 07/30/2024 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT ADA CURB RAMPS, SIDEWALK, AND DRIVEWAY. |
| Location Description | LOS ANGELES COUNTY IN PALMDALE FROM ROUTE 14 JUNCTION (SOUTH) TO AVENUE T |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 02/05/2025 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 02/06/2025 |
| Sample type | Quality Control | A brief description of the sample | 6x12 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 | Robert | Last name of sampler or witnessed by | Romero |
| Title of sampler | QC Field Technician | Telephone number of sampler | |
| Laboratory sample identification | CT463F25 Set 1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertson's Ready Mix | 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 | CT463F25 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 1 Truck 289 | The batch plant ticket number from where the sample was collected | Unknown |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | Set 1 | |
| A detailed description of where the material sample was collected | Curb/Gutter, Ticket 638366 | 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: 2025-02-05-27
DIME Test ID: 2025-02-05-27-6
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: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Isac Vasquez
Date of test: 03/05/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 96196 lb
Maximum load on cylinder 2: 96153 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 3390 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/21/2025 ✔