Summary for Test 2025-04-02-68-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993815 DEA: 081C0814 EFIS: 0816000086 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R60.7/R74.3 |
| Award Date | 03/28/2022 |
| Closeout Date | Not set |
| Work Description | I-10 PAVEMENT REHABILITATION (SEGMENT 1) PROJECT |
| Location Description | Coachella |
| QA Service Level | 1 (Verified on 05/03/2022) |
Sample Information
| Sample Taken Date | 04/02/2025 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 04/03/2025 |
| Sample type | Quality Control | A brief description of the sample | CIP Concrete |
| The quantity of what the sample constitutes | 1 per 100 cy or a fraction thereof | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | William | Last name of sampler or witnessed by | Spigner |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Hi Grade Materials - Indio | 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 | CT675F25 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 14016311 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | PR#232 WB Polaris Type R Approach Slab Paving Notch | 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: 2025-04-02-68
DIME Test ID: 2025-04-02-68-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-10-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: John Romero
Date of test: 04/30/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 150970 lb
Maximum load on cylinder 2: 152900 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 5
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 5370 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2025 ✔