Summary for Test 2024-02-29-17-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 994311 DEA: 080R1704 EFIS: 0812000028 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R25.0/R50.0 |
| Award Date | 12/01/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT CSP, CSPA, SSPPA, STR CONC HW, IB, BFM, RSP, & MGS. |
| Location Description | SAN BERNARDINO COUNTY AT NEWBERRY SPRINGS AND LUDLOW FROM 1.6 MILES EAST OF FORT CADY ROAD OVERCROSSING TO CRUCERO ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2023) |
Sample Information
| Sample Taken Date | 02/29/2024 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 03/01/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 6X12 |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Francisco | Last name of sampler or witnessed by | Ruvalcaba |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 1060-229 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertson | Transportation Laboratory (TL) Number | 1060-229 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | SM450P48 |
|---|---|---|---|
| The truck number from where the sample was collected | Not Provided | The batch plant ticket number from where the sample was collected | 3 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | JOB | Where the material sample would have been placed if not sampled | RTE 40 DS18 HEADWALL WB |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-02-29-17
DIME Test ID: 2024-02-29-17-2
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: 2024-05-06
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 03/28/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 167825 lb
Maximum load on cylinder 2: 168925 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 3
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
Age of specimen: 28 days
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5995.9 psi
Compressive strength of cylinder 2: 6035.2 psi
Compressive strength (to nearest 10 psi): 6020 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/6/2024 ✔