Summary for Test 2026-09-15-65-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189 |
|---|---|
| DIST-CO-RTE-PM | 06-KER,TUL-99-56.4/57.6,0.0/13.5 |
| Award Date | 04/10/2025 |
| Closeout Date | Not set |
| Work Description | RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC. |
| Location Description | KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING |
| QA Service Level | 1 (Verified on 08/26/2024) |
Sample Information
| Sample Taken Date | 09/15/2026 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/16/2026 | Sample type | Acceptance |
| A brief description of the sample | CRCP | The quantity of what the sample constitutes | 9 beams and 12 cylinder |
| From where was the sample collected | Source | First name of sampler or witnessed by | Neale |
| Last name of sampler or witnessed by | Brown | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | onsite plant SPCI | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3906202 |
Material Information
| Material Type | Concrete | The concrete mix design number | G3-26-PCC-400 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 40 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | with loader | 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: 2026-09-15-65
DIME Test ID: 2026-09-15-65-2
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: 2026-09-22
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: 09/22/2026
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: 52270 lb
Maximum load on cylinder 2: 50900 lb
Maximum load on cylinder 3: 52910 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 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
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: 12.57 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: 4158.3 psi
Compressive strength of cylinder 2: 4049.3 psi
Compressive strength of cylinder 3: 4209.2 psi
Compressive strength (to nearest 10 psi): 4140 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W79U4_37056_260915_7D_fieldCylinder | 164.12 KB | 09/22/2026 | 2026-09-15-65-2 | Info |
Test was verified on 9/22/2026 ✔