Summary for Test 2026-03-11-72-1
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 | 03/11/2026 | Sample Unique Key | 72 |
|---|---|---|---|
| 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 | 03/12/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 4x6 Cylinders |
| The quantity of what the sample constitutes | 6 PCC Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Darrell | Last name of sampler or witnessed by | Biederman |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | PCC-005 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | 7/11 | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Retaining Wall #2 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 0000 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 01 | |
| 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: 2026-03-11-72
DIME Test ID: 2026-03-11-72-1
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: 2026-04-09
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: 04/09/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 3.99 in
Average diameter of cylinder 3: 3.99 in
Maximum load on cylinder 1: 55740 lb
Maximum load on cylinder 2: 59110 lb
Maximum load on cylinder 3: 58360 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: 12.5 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Compressive strength of cylinder 1: 4459.2 psi
Compressive strength of cylinder 2: 4728.8 psi
Compressive strength of cylinder 3: 4668.8 psi
Compressive strength (to nearest 10 psi): 4620 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2026 ✔