Summary for Test 2023-04-06-20-3
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 994140 DEA: 09389905 EFIS: 0921000017 MINOR: 09A0887 |
|---|---|
| DIST-CO-RTE-PM | 09--57-13 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | At the Mojave Highway Maintenance Station, construct new area lighting including but not limited to light pole, foundation and electrical components. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/23/2022) |
Sample Information
| Sample Taken Date | 04/06/2023 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 04/06/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 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 | Joseph | Last name of sampler or witnessed by | Valle |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 1049-406 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Holliday Rock | Transportation Laboratory (TL) Number | 1049-406 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 3F36L001 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Not Provided | |
| Concrete batch plant | Holliday Rock | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Light Pole Pull Box 5 | 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: 2023-04-06-20
DIME Test ID: 2023-04-06-20-3
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: 2023-06-28
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 06/01/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
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: 53910 lb
Maximum load on cylinder 2: 52550 lb
Maximum load on cylinder 3: 55840 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 56 days
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: 4288.8 psi
Compressive strength of cylinder 2: 4180.6 psi
Compressive strength of cylinder 3: 4442.3 psi
Compressive strength (to nearest 10 psi): 4300 psi
General comments (publicly viewable) (Max 1000 characters): C/O Matthew Clayton: please break remaining cylinders on hold at 56 days. Thank you.
Test was verified on 6/28/2023 ✔