Summary for Test 2018-05-10-12-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 212351 DEA: 040P1304 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-1-11.5, 11.50, 11.5, 12 |
| Award Date | 06/09/2017 |
| Closeout Date | 09/24/2018 |
| Work Description | Construct Soldier Pile Wall with Tiebacks |
| Location Description | Route 1 PM 11.5 |
| QA Service Level | 1 (Verified on 07/24/2017) |
Sample Information
| Sample Taken Date | 05/10/2018 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 06/05/2018 |
| Sample type | Department Acceptance | A brief description of the sample | 6 X 12 Concrete Cylinder |
| The quantity of what the sample constitutes | 24 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Nana | Last name of sampler or witnessed by | Budu |
| Title of sampler | Assistant Structure Representative | Telephone number of sampler | 7078122676 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shamrock Materials | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Soldier Pile 26 | |
| Structure name | Retaining Wall 2 |
Material Information
| Material Type | Concrete | The concrete mix design number | 4700 |
|---|---|---|---|
| The truck number from where the sample was collected | 1415 | The batch plant ticket number from where the sample was collected | 463129 |
| Concrete batch plant | Shamrock San Rafael | The fabricator/manufacturer designation for the sample | Shamrock Materials |
| A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | Pile |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2018-05-10-12
DIME Test ID: 2018-05-10-12-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-06-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 06/07/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 176958 lb
Maximum load on cylinder 2: 185756 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 57 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 6217.8 psi
Compressive strength of cylinder 2: 6547.6 psi
Compressive strength (to nearest 10 psi): 6380 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 6/7/2018 ✔