Summary for Test 2026-04-22-44-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001824 DEA: 061J3104 EFIS: 0626000064 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-204-5.9/5.9 |
| Award Date | 10/06/2025 |
| Closeout Date | Not set |
| Work Description | Calloway Canal bridge repair at Bridge No. 50 0209 |
| Location Description | Replacement of existing barrier rail and sidewalk on WB direction, demo and reconstruct overhang, remove existing AC overlay (2-ft wide from curb), strengthen deck with carbon fiber reinforced polymer bar, place AC overlay, and install new barrier rail. |
| QA Service Level | 1 (Verified on 11/18/2025) |
Sample Information
| Sample Taken Date | 04/22/2026 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 04/23/2026 |
| Sample type | Acceptance | A brief description of the sample | concrete from the bridge deck |
| The quantity of what the sample constitutes | 12 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Hoa | Last name of sampler or witnessed by | Nguyen |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Golden Empire - Bakersfield | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3939792 |
Material Information
| Material Type | Concrete | The concrete mix design number | ND25511 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1101367 | |
| 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: 2026-04-22-44
DIME Test ID: 2026-04-22-44-1
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: 2026-04-29
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: 04/29/2026
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: 40690 lb
Maximum load on cylinder 2: 46590 lb
Maximum load on cylinder 3: 43050 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 12.57 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: 3237.1 psi
Compressive strength of cylinder 2: 3706.4 psi
Compressive strength of cylinder 3: 3424.8 psi
Compressive strength (to nearest 10 psi): 3460 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1J3104_370XX_260422_7D_99 | 342.72 KB | 04/29/2026 | 2026-04-22-44-1 | Info |
Test was verified on 4/29/2026 ✔