Summary for Test 2017-06-03-1-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 212036 DEA: 044K2404 EFIS: 0417000284 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN,MRN-1-10.9, 10.8/10.9, 10.90, 6.6/10.9 |
| Award Date | 01/31/2017 |
| Closeout Date | 10/17/2022 |
| Work Description | Construct Solier Pile Wall |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 03/17/2017) |
Sample Information
| Sample Taken Date | 06/03/2017 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 06/16/2017 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 2 6x12 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Melvin | Last name of sampler or witnessed by | Dumlao |
| Title of sampler | Transportation Enginner | Telephone number of sampler | 1-510-867-4549 |
| 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 | ||
| Structure name | Retaining Wall |
Material Information
| Material Type | Concrete | The concrete mix design number | 4700P |
|---|---|---|---|
| The truck number from where the sample was collected | 1808 | The batch plant ticket number from where the sample was collected | 154359 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | truck chute | Where the material sample would have been placed if not sampled | Soldierr Pile wall |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2017-06-03-1
DIME Test ID: 2017-06-03-1-1
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: 2017-07-03
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: 07/03/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 156493 lb
Maximum load on cylinder 2: 155577 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: 1.00
Correction factor for cylinder 2: 0.00
Age of specimen: 30 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5,516.1 psi
Compressive strength of cylinder 2: 5,503.3 psi
Compressive strength (to nearest 10 psi): 5510 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 7/3/2017 ✔