Summary for Test 2016-07-28-8-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210871 DEA: 044G4604 EFIS: 0412000480 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-1.5/14.0 |
| Award Date | 01/28/2016 |
| Closeout Date | 10/17/2019 |
| Work Description | REMOVE EXISTING AND CONSTRUCT NEW BRIDGE RAILINGS. |
| Location Description | IN MARIN COUNTY, AT VARIOUS LOCATION, FROM SPENCER AVE OVERCROSSING TO NORTH BRANCHGALLINAS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/12/2016) |
Sample Information
| Sample Taken Date | 07/28/2016 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/17/2016 | Sample type | Department Acceptance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 2 |
| 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 | TE Civil |
| Telephone number of sampler | 5107147095 | 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 | Corte Madera Creek Bridge Trench Beams | Structure name | Corte Madera Creek Bridge |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 4700 |
|---|---|---|---|
| The truck number from where the sample was collected | 1208 | The batch plant ticket number from where the sample was collected | 145113 |
| Concrete batch plant | 01 | The fabricator/manufacturer designation for the sample | RM Harris |
| 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: 2016-07-28-8
DIME Test ID: 2016-07-28-8-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-08-25
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: 08/25/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 149684 lb
Maximum load on cylinder 2: 143884 lb
Type of fracture pattern of cylinder 1: 1
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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5328.7 psi
Compressive strength of cylinder 2: 5140.6 psi
Compressive strength (to nearest 10 psi): 5230 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 8/25/2016 ✔