Summary for Test 2026-09-25-30-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001613 DEA: 060V6104 EFIS: 0616000222 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-119-28.2/31.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RCP, CLASS 2 AB, ROADWAY EXC, AND MODIFYING SIGNAL. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE WEST OF ASHE ROAD TO ROUTE 119/99 SEPARATION |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 09/25/2026 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/20/2026 | Sample type | Acceptance |
| A brief description of the sample | structural concrete | The quantity of what the sample constitutes | Structural Concrete Retaining Wall |
| From where was the sample collected | Source | First name of sampler or witnessed by | Hoa |
| Last name of sampler or witnessed by | hoa | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | metro, Bakersfield | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3936264 |
Material Information
| Material Type | Concrete | The concrete mix design number | metro |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Sampled at Belt Cut | |
| Concrete batch plant | Metro Bakersfield | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Plant | 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: 2026-09-25-30
DIME Test ID: 2026-09-25-30-2
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: 2026-10-02
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 10/02/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad 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: 38130 lb
Maximum load on cylinder 2: 40560 lb
Maximum load on cylinder 3: 36480 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 4
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 of cylinder 1: 3033.4 psi
Compressive strength of cylinder 2: 3226.7 psi
Compressive strength of cylinder 3: 2902.1 psi
Compressive strength (to nearest 10 psi): 3050 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 05-0V6107_37062_260925_7D | 338.93 KB | 10/02/2026 | 2026-09-25-30-2 | Info |
Test was verified on 10/2/2026 ✔