Summary for Test 2016-04-27-4-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210873 DEA: 044H9004 EFIS: 0413000300 |
|---|---|
| DIST-CO-RTE-PM | 04-SF-280-R0.1,R1.5 |
| Award Date | 12/14/2015 |
| Closeout Date | 12/27/2017 |
| Work Description | CONCRETE BARRIER, RETAINING WALL, SHOULDER AND SIDEWALK WIDENING |
| Location Description | IN THE CITY AND COUNTY OF SANFRANCISCO AT ROUTE 280 SOUTHBOUND OFF-RAMP TO JOHN DALY BOULEVARD ANDAT SAN JOSE AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 01/25/2016) |
Sample Information
| Sample Taken Date | 04/27/2016 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 05/05/2016 |
| Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 2 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Tsai |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 172751 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | Unknown | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | Unknown |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Unknown |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Unknown | 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: 2016-04-27-4
DIME Test ID: 2016-04-27-4-2
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: 2016-05-25
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 05/25/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 145770 lb
Maximum load on cylinder 2: 126449 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 5
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: 27.9 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5224.7 psi
Compressive strength of cylinder 2: 4457.1 psi
Compressive strength (to nearest 10 psi): 4840 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 5/25/2016 ✔