Summary for Test 2023-03-27-22-1
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 |
|---|---|---|---|
| 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 | 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 |
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
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DIME Sample ID: 2023-03-27-22
DIME Test ID: 2023-03-27-22-1
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: 2023-07-11
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: 05/24/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 1 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: 51655 lb
Maximum load on cylinder 2: 50845 lb
Maximum load on cylinder 3: 49835 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: 56 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: 4110.0 psi
Compressive strength of cylinder 2: 4040.0 psi
Compressive strength of cylinder 3: 3960 psi
Compressive strength (to nearest 10 psi): 4040 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): taken from curb at wall doorway of room 10
Test was verified on 7/11/2023 ✔