Summary for Test 2026-08-21-4-1
Test performed: ASTM C78-18Project Information
| Project Identifiers | Project ID: 1001616 DEA: 061C0604 EFIS: 0621000014 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-223-1.8/10.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | FULL DEPTH RECYCLE AND V-DITCHES. |
| Location Description | KERN COUNTY NEAR BAKERSFIELD FROM ROUTE 223/5 SEPARATION TO 0.1 MILE WEST OF ROUTE 223/99 SEPARATION |
| QA Service Level | 1 (Verified on 10/06/2025) |
Sample Information
| Sample Taken Date | 08/21/2026 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 08/12/2026 |
| Sample type | Acceptance | A brief description of the sample | 6 Beams |
| The quantity of what the sample constitutes | JPCP-RSC | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Matt | Last name of sampler or witnessed by | Decker |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CTS SHORT LOAD RAPID SET | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3945947 |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-65-EHI-JCPC |
|---|---|---|---|
| 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: 2026-08-21-4
DIME Test ID: 2026-08-21-4-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: ASTM C78-18: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)
Test Release Date: 2026-08-21
Test Results
Number of specimens: 3
Unit system used?: US Units
Does the testing machine measure load or stress on the beam specimen?: Load
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Is a beam dimensional correction factor used?: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 08/21/2026
Identification number: 1
Width of specimen: 6.2 inch
Width of specimen 2: 6.2 inch
Width of specimen 3: 6.2 inch
Depth of specimen: 6.2 inch
Depth of specimen 2: 6.2 inch
Depth of specimen 3: 6.2 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8240 lb
Maximum load applied 2: 8060 lb
Maximum load applied 3: 9240 lb
Curing history and apparent moisture condition of the specimen: Good
If specimen was capped, ground or if leather shims were used: leather shims were used
Defects in specimen: 0
Age of specimen: 9 days
Age of specimen in hours: 0 hours
Modulus of rupture: 625 psi
Modulus of rupture 2: 620 psi
Modulus of rupture 3: 715 psi
Modulus of rupture average: 655 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1C0604_37039_260812_1 | 283.72 KB | 08/21/2026 | 2026-08-21-4-1 | Info |
Test was verified on 8/21/2026 ✔