Summary for Test 2025-11-25-27-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000300 DEA: 060S0504 EFIS: 0615000047 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-166-17.5 |
| Award Date | 08/23/2024 |
| Closeout Date | Not set |
| Work Description | MICROPILING, STRUCTURAL CONCRETE, AND HOT MIX ASPHALT (TYPE A). |
| Location Description | KERN COUNTY NEAR METTLER AT CALIFORNIA AQUEDUCT BRIDGE |
| QA Service Level | 1 (Verified on 05/06/2024) |
Sample Information
| Sample Taken Date | 11/25/2025 | 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 | 11/26/2025 |
| Sample type | Acceptance | A brief description of the sample | 4x8 cylinders |
| The quantity of what the sample constitutes | 12 concrete cylinders 4X8 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Milo | Last name of sampler or witnessed by | GUINTO |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3912292 |
Material Information
| Material Type | Concrete | The concrete mix design number | ND19551 |
|---|---|---|---|
| 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 | Back of Truck | 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: 2025-11-25-27
DIME Test ID: 2025-11-25-27-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-12-02
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Barrett Felder
Date of test: 12/02/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 57520 lb
Maximum load on cylinder 2: 58100 lb
Maximum load on cylinder 3: 59240 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 1
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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 4554.2 psi
Compressive strength of cylinder 2: 4622.1 psi
Compressive strength of cylinder 3: 4690.4 psi
Compressive strength (to nearest 10 psi): 4620 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0S0504_37037_251125_7D_MG | 252.24 KB | 12/02/2025 | 2025-11-25-27-1 | Info |
Test was verified on 12/2/2025 ✔