Summary for Test 2023-03-27-22-2
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 215691 DEA: 09377104 EFIS: 0918000041 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-5713,5755- |
| Award Date | 10/27/2022 |
| Closeout Date | 08/01/2024 |
| Work Description | REMODEL MAINTENANCE STATION AND RELOCATE FUEL TANK. |
| Location Description | KERN COUNTY AT MOJAVE AT THE MOJAVE SPECIAL CREWS BUILDING AT 1365 BUSINESS ROUTE 58 AND AT THE MOJAVE MAINTENANCE STATION AT 2211 NADEAU STREET |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 03/27/2023 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/28/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Mix Design 3F40L003 | The quantity of what the sample constitutes | 1 1/2 CY |
| 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 | Assistant Structure Representative |
| Telephone number of sampler | (951) 593-5183 | Laboratory sample identification | D9 |
| Linked DIME Sample ID | 2023-03-27-22 | The fabricator/manufacturer/facility name | Holliday Rock, Tehachapi Ca. |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 09-377104 | Structure name | Mojave Special Crews Building |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 3F40L003 |
|---|---|---|---|
| The truck number from where the sample was collected | 813 | The batch plant ticket number from where the sample was collected | 112029950 |
| Concrete batch plant | Holliday Rock Company | The fabricator/manufacturer designation for the sample | Batch Plant |
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | north concrete curb |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-03-27-22
DIME Test ID: 2023-03-27-22-2
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: 2023-05-03
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Joseph Valle
Date of test: 04/24/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
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: 43440 lb
Maximum load on cylinder 2: 45080 lb
Maximum load on cylinder 3: 43920 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: 0 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: 3455.8 psi
Compressive strength of cylinder 2: 3586.3 psi
Compressive strength of cylinder 3: 3494 psi
Compressive strength (to nearest 10 psi): 3510 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): 3 at 28 and 3 on hold
Test was verified on 5/3/2023 ✔