Summary for Test 2016-10-06-1-1
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 | 10/06/2016 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/07/2016 |
| 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 D1 Line Barrier |
| Structure name | Corte Madera Creek Bridge |
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 | 146769 |
| 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: 2016-10-06-1
DIME Test ID: 2016-10-06-1-1
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: 2016-10-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 10/07/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 58199 lb
Maximum load on cylinder 2: 59491 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: no data
Age of specimen: 1 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 2058.7 psi
Compressive strength of cylinder 2: 2104.4 psi
Compressive strength (to nearest 10 psi): 2080 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 10/7/2016 ✔