Summary for Test 2024-09-16-57-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 210485 DEA: 080R8504 EFIS: 0812000200 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-- |
| Award Date | 11/08/2023 |
| Closeout Date | 05/05/2025 |
| Work Description | CONSTRUCT SAND STORAGE BUILDING AND PAVE YARD |
| Location Description | SAN BERNARDINO COUNTY AT NIPTON 94200 CLARKE MOUNTAIN ROAD ON ROUTE 15 ABOUT 33 MILES EAST OF BAKER AT THE MOUNTAIN PASS MAINTENANCE STATION MOUNTAIN PASS, CALIFORNIA 92366 |
| QA Service Level | 1 (Verified on 06/24/2021) |
Sample Information
| Sample Taken Date | 09/16/2024 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 09/18/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Valle |
| Title of sampler | ASR ARE | Telephone number of sampler | |
| Laboratory sample identification | 1070-916 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hi Grade Oro Grande | Transportation Laboratory (TL) Number | 1070-916 |
| 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 | Not Provided |
|---|---|---|---|
| The truck number from where the sample was collected | 298 | The batch plant ticket number from where the sample was collected | 429 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | WASH RACK CANOPY AND FIRE WATER STORAGE TANK - canopy pedestals and bollards | 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: 2024-09-16-57
DIME Test ID: 2024-09-16-57-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-10-01
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 10/01/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 50370 lb
Maximum load on cylinder 2: 51230 lb
Maximum load on cylinder 3: 50120 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 2
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: 14 days
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 3988.1 psi
Compressive strength of cylinder 2: 4075.6 psi
Compressive strength of cylinder 3: 3968.3 psi
Compressive strength (to nearest 10 psi): 4010 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/1/2024 ✔