Summary for Test 2026-09-04-23-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001360 DEA: 09374804 EFIS: 0918000020 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-115.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | BUILDING WORK AND PLACE HMA (TYPE A). |
| Location Description | INYO COUNTY IN BISHOP AT THE DISTRICT OFFICE AT 500 SOUTH MAIN STREET |
| QA Service Level | 1 (Verified on 07/09/2025) |
Sample Information
| Sample Taken Date | 09/04/2026 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/07/2026 | Sample type | Quality Control |
| A brief description of the sample | 6 PCC Cylinders 4x8 | The quantity of what the sample constitutes | 5cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Joseph |
| Last name of sampler or witnessed by | Valle | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | PCC-07 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | 7/11 Bishop | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Lab Slab on Grade | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 718216A6 |
|---|---|---|---|
| The truck number from where the sample was collected | 83992 | The batch plant ticket number from where the sample was collected | 984402 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | 5cy into 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: 2026-09-04-23
DIME Test ID: 2026-09-04-23-1
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: 2026-10-06
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: 10/05/2026
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: 54580 lb
Maximum load on cylinder 2: 55600 lb
Maximum load on cylinder 3: 53480 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: 31 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: 4342.1 psi
Compressive strength of cylinder 2: 4423.2 psi
Compressive strength of cylinder 3: 4254.6 psi
Compressive strength (to nearest 10 psi): 4340 psi
General comments (publicly viewable) (Max 1000 characters): PCC-07
Test was verified on 10/6/2026 ✔