Summary for Test 2022-09-20-61-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 214951 DEA: 120K0234 EFIS: 1214000100 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-17.1/18.9 |
| Award Date | 09/23/2020 |
| Closeout Date | Not set |
| Work Description | South County Improvement Project (Phase 3 - El Toro/Alicia) WIDEN FREEWAY AND BRIDGES, RECONSTRUCT BRIDGE AND WALLS. |
| Location Description | ORANGE COUNTY IN MISSION VIEJO, LAGUNA HILLS, LAGUNA WOODS AND LAKE FOREST FROM 0.4 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING TO 0.2 MILE NORTH OF EL TORO ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/01/2020) |
Sample Information
| Sample Taken Date | 09/20/2022 | Sample Unique Key | 61 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 09/22/2022 |
| Sample type | Quality Control | A brief description of the sample | 4000 PSI Structural w/ polymer |
| The quantity of what the sample constitutes | 100CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Shawn | Last name of sampler or witnessed by | Snowdale |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Holliday Rock Irvine | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 3F40X007 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 108167646 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of truck at Los Alisos Bridge | 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: 2022-09-20-61
DIME Test ID: 2022-09-20-61-1
Testing Lab: Atkinson Contruction
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-01-17
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Arkeel Sultan
Date of test: 10/18/2022
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 149850 lb
Maximum load on cylinder 2: 145260 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 5200 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| CTR_W01-22-25860-C1.rev_2 | 98.87 KB | 01/17/2023 | 2022-09-20-61-1 | Info |
Test was verified on 1/17/2023 ✔