Summary for Test 2025-10-27-20-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001195 DEA: 060Q5204 EFIS: 0613000190 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-168-48.2 |
| Award Date | 06/13/2025 |
| Closeout Date | 07/27/2026 |
| Work Description | PLACE CONCRETE BARRIER AND STRUCTURAL CONCRETE BARRIER SLAB (SHAVER LAKE CONCRETE BARRIER RAIL UPGRADE). |
| Location Description | ON STATE HIGHWAY IN FRESNO COUNTY NEAR SHAVER LAKE AT STEVENSON CREEK. |
| QA Service Level | 1 (Verified on 05/08/2025) |
Sample Information
| Sample Taken Date | 10/27/2025 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/28/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Barrier rail | The quantity of what the sample constitutes | 23 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Martin |
| Last name of sampler or witnessed by | Garcia | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Outback Materials | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 72T1X39 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 44953 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | 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: 2025-10-27-20
DIME Test ID: 2025-10-27-20-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-11-24
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Gurjeet Litt
Date of test: 11/24/2025
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: 63920 lb
Maximum load on cylinder 2: 65500 lb
Maximum load on cylinder 3: 66330 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
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: 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: 5085.1 psi
Compressive strength of cylinder 2: 5210.8 psi
Compressive strength of cylinder 3: 5276.8 psi
Compressive strength (to nearest 10 psi): 5190 psi
General comments (publicly viewable) (Max 1000 characters): Required Strenght 4000 psi @ 28 days
Test was verified on 11/24/2025 ✔