Summary for Test 2026-04-28-56-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000682 DEA: 09379104 EFIS: 0919000005 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-91.6/100.8 |
| Award Date | 02/20/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS. |
| Location Description | INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168 |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 04/28/2026 | Sample Unique Key | 56 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/29/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 PCC Cylinders | The quantity of what the sample constitutes | 20 Yards |
| From where was the sample collected | Job Site | 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-002 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | 7/11 Materials Bishop | |
| Transportation Laboratory (TL) Number | 5307 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Light Standards | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 8515456A6 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
| 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: 2026-04-28-56
DIME Test ID: 2026-04-28-56-1
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: 2026-05-26
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: 05/26/2026
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: 54610 lb
Maximum load on cylinder 2: 54080 lb
Maximum load on cylinder 3: 53240 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: 4368.8 psi
Compressive strength of cylinder 2: 4326.4 psi
Compressive strength of cylinder 3: 4259.2 psi
Compressive strength (to nearest 10 psi): 4320 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/26/2026 ✔