Summary for Test 2025-05-07-44-4
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 995446 DEA: 060X0604 EFIS: 0618000015 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-198-0.5/19.5 |
| Award Date | 05/08/2024 |
| Closeout Date | Not set |
| Work Description | REMOVE AND REPLACE CULVERTS AND CURED IN PLACE PIPELINER. |
| Location Description | FRESNO COUNTY AT VARIOUS LOCATIONS FROM 1.3 MILES WEST OF WARTHAN CREEK OVERCROSSING TO 1.7 MILES WEST OF FIRESTONE AVENUE |
| QA Service Level | 1 (Verified on 11/16/2023) |
Sample Information
| Sample Taken Date | 05/07/2025 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/07/2025 | Sample type | Quality Control |
| A brief description of the sample | Concrete Test Samples | The quantity of what the sample constitutes | 9 4x8 Cylinders |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Donald |
| Last name of sampler or witnessed by | Juneman | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Precast Unlimited Inc. | |
| 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 | CT675SL |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 101590 | |
| 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: 2025-05-07-44
DIME Test ID: 2025-05-07-44-4
Testing Lab: Precast Unlimited Inc.
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-06-05
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Donald Juneman
Date of test: 06/04/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 8.5 lb
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: 67050 lb
Maximum load on cylinder 2: 63480 lb
Maximum load on cylinder 3: 69910 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: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 5190 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2025 ✔