Summary for Test 2017-06-05-13-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 211853 DEA: 042G8904 EFIS: 0400021259 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-1-8.0 |
| Award Date | 02/09/2017 |
| Closeout Date | 12/22/2017 |
| Work Description | SOLDIER PILE WALL WITH TIEBACKS AND EMBANKMENT CONFINED SYSTEM. |
| Location Description | MARIN COUNTY NEAR MUIR BEACH AT 2.1 MILES NORTH OF MUIR WOODS ROAD |
| QA Service Level | 1 (Verified on 03/15/2017) |
Sample Information
| Sample Taken Date | 06/05/2017 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 cylinders |
| The quantity of what the sample constitutes | 2 6x12 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Janine | Last name of sampler or witnessed by | marr |
| Title of sampler | Transportation Engineer | Telephone number of sampler | 1-510-385-6764 |
| 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 | 4201a |
|---|---|---|---|
| The truck number from where the sample was collected | 1208 | The batch plant ticket number from where the sample was collected | 154359 |
| Concrete batch plant | 154359 | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Back of the truck Chute | Where the material sample would have been placed if not sampled | Soldier Pile Wall |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2017-06-05-13
DIME Test ID: 2017-06-05-13-1
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: 134573 lb
Maximum load on cylinder 2: 137628 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: no data
Age of specimen: 28 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: 4743.5 psi
Compressive strength of cylinder 2: 4868.3 psi
Compressive strength (to nearest 10 psi): 4810 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 ✔