Summary for Test 2016-07-08-17-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 210541 DEA: 044S2204 EFIS: 0400001217 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-1-11.0 |
| Award Date | 08/05/2015 |
| Closeout Date | 12/22/2017 |
| Work Description | CONSTRUCT RETAINING WALL, ROAD, DRAINAGE, AND LANDSCAPE. |
| Location Description | MARIN COUNTY NEAR STINSON BEACH AT 1.2 MILES SOUTH OF NORTH PANORAMIC HIGHWAY |
| QA Service Level | 1 (Verified on 09/17/2015) |
Sample Information
| Sample Taken Date | 07/08/2016 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/19/2016 | Sample type | Department Acceptance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 6 |
| 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 | TE Civil |
| Telephone number of sampler | 5103856764 | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Shamrock |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Dipsea Trail Wall | Structure name | Dipsea Trail Wall |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 4100A |
|---|---|---|---|
| The truck number from where the sample was collected | 0 | The batch plant ticket number from where the sample was collected | Unknown |
| Concrete batch plant | 01 | The fabricator/manufacturer designation for the sample | Ghilotti Construction |
| A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-07-08-17
DIME Test ID: 2016-07-08-17-1
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: 2016-08-05
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: 08/05/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 156852 lb
Maximum load on cylinder 2: 163854 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: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5603.9 psi
Compressive strength of cylinder 2: 5854.0 psi
Compressive strength (to nearest 10 psi): 5730 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 8/5/2016 ✔