Summary for Test 2025-01-16-33-4
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000144 DEA: 061E2204 EFIS: 0621000227 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-180-R65.3/R66.3 |
| Award Date | 05/03/2024 |
| Closeout Date | 07/14/2025 |
| Work Description | HIGH TENSION CABLE BARRIER AND VEGETATION CONTROL. |
| Location Description | FRESNO COUNTY NEAR FRESNO FROM TEMPERANCE AVENUE UNDERCROSSING TO 0.1 MILE WEST OF DE WOLF AVENUE. |
| QA Service Level | 1 (Verified on 03/04/2024) |
Sample Information
| Sample Taken Date | 01/16/2025 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/16/2025 | Sample type | Acceptance |
| A brief description of the sample | 4x8 cylinders | The quantity of what the sample constitutes | 10 Cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jonathon |
| Last name of sampler or witnessed by | Chaney | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex | |
| 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 | 1416245 |
|---|---|---|---|
| The truck number from where the sample was collected | 76217 | The batch plant ticket number from where the sample was collected | 41072 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | R21 STA 100+00 - 102+24 | 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: 2025-01-16-33
DIME Test ID: 2025-01-16-33-4
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: 2025-02-13
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: 02/13/2025
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: 61350 lb
Maximum load on cylinder 2: 64030 lb
Maximum load on cylinder 3: 62090 lb
Type of fracture pattern of cylinder 1: 5
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: 4880.7 psi
Compressive strength of cylinder 2: 5093.9 psi
Compressive strength of cylinder 3: 4939.5 psi
Compressive strength (to nearest 10 psi): 4970 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/13/2025 ✔