Summary for Test 2025-05-14-47-2
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 995450 DEA: 09368004 EFIS: 0917000011 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-91.6/93.4 |
| Award Date | 02/29/2024 |
| Closeout Date | 04/03/2026 |
| Work Description | HOT MIX ASPHALT (TYPE A), RAIL ELEMENT WALL, AND ROADWAY EXCAVATION. |
| Location Description | MONO COUNTY ABOUT 16 MILES NORTH OF BRIDGEPORT FROM BURCHAM FLAT ROAD TO 0.3 MILE SOUTH OF ROUTE 108 |
| QA Service Level | 1 (Verified on 01/18/2024) |
Sample Information
| Sample Taken Date | 05/14/2025 | Sample Unique Key | 47 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/19/2025 | Sample type | Acceptance |
| A brief description of the sample | 6 PCC Cylinders | The quantity of what the sample constitutes | 250 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Isaiah |
| Last name of sampler or witnessed by | Sexton | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 4588 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | 7-11 Bishop | |
| Transportation Laboratory (TL) Number | PCC-01 | 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 | 00000 |
|---|---|---|---|
| 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 | Cattle Guard 1st 1/4 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: 2025-05-14-47
DIME Test ID: 2025-05-14-47-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-06-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/11/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 6 lb
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 126870 lb
Maximum load on cylinder 2: 128430 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 0 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4490.0 psi
Compressive strength of cylinder 2: 4540.0 psi
Compressive strength (to nearest 10 psi): 4520 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): 28 Day Break
Test was verified on 6/11/2025 ✔