Summary for Test 2024-08-01-124-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1594 DEA: 040A1304 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-85,237-R35.4/R38.0,R0.0 |
| Award Date | 09/08/2006 |
| Closeout Date | 06/08/2011 |
| Work Description | PLANTING AND IRRIGATION |
| Location Description | IN SANTA CLARA COUNTY INMOUNTAIN VIEW AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/03/2011) |
Sample Information
| Sample Taken Date | 08/01/2024 | Sample Unique Key | 124 |
|---|---|---|---|
| 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 | 08/02/2024 |
| Sample type | Quality Control | A brief description of the sample | concrete |
| The quantity of what the sample constitutes | 20 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jordan | Last name of sampler or witnessed by | Cannon |
| Title of sampler | Field Technician | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 590CR2 |
|---|---|---|---|
| The truck number from where the sample was collected | 57 | The batch plant ticket number from where the sample was collected | 305383 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | back of truck | Where the material sample would have been placed if not sampled | concrete |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-08-01-124
DIME Test ID: 2024-08-01-124-1
Testing Lab: Pavement Engineers
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-08-26
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michelle Holub
Date of test: 08/08/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Maximum load on cylinder 1: 55250 lb
Maximum load on cylinder 2: 55215 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Compressive strength (to nearest 10 psi): 4350 psi
Serial number of delivery ticket, if available: 305383
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2024 ✔