Summary for Test 2025-10-29-57-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993798 DEA: 09366804 EFIS: 0916000021 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-117.3/117.9 |
| Award Date | 04/03/2025 |
| Closeout Date | Not set |
| Work Description | MEADOW FARMS ADA |
| Location Description | INYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST OF SEE VEE LANE TO BARLOW LANE |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 10/29/2025 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/30/2025 | Sample type | Preliminary |
| A brief description of the sample | 3 PCC Cylinders 4 x 8 | The quantity of what the sample constitutes | Structural Trial Batch |
| From where was the sample collected | Source | First name of sampler or witnessed by | Dylan |
| Last name of sampler or witnessed by | Carapazza | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | PCC-005 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | 7/11 | |
| Transportation Laboratory (TL) Number | 5200 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Structural Trial Batch | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 0 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 0 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | First Portion 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: 2025-10-29-57
DIME Test ID: 2025-10-29-57-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-11-26
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 11/26/2025
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: 53490 lb
Maximum load on cylinder 2: 52490 lb
Maximum load on cylinder 3: 54550 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: 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: 4255.4 psi
Compressive strength of cylinder 2: 4175.8 psi
Compressive strength of cylinder 3: 4339.7 psi
Compressive strength (to nearest 10 psi): 4260 psi
General comments (publicly viewable) (Max 1000 characters): PCC-005 Structural Trial Batch
Test was verified on 11/26/2025 ✔