Summary for Test 2016-02-26-4-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210621 DEA: 042G5214 EFIS: 0414000064 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580,680-I-580(PM19.4/46.0)&I-680(PM3.3/21.7) |
| Award Date | 09/30/2015 |
| Closeout Date | 01/03/2018 |
| Work Description | UPGRADE TRANSITION RAILING AT VARIOUS LOCATIONS |
| Location Description | ALAMEDA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 09/16/2015) |
Sample Information
| Sample Taken Date | 02/26/2016 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 03/07/2016 |
| 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 | HARIOF | Last name of sampler or witnessed by | Arid |
| Title of sampler | Telephone number of sampler | 510-385-6995 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 155529 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | Unknown |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2016-02-26-4
DIME Test ID: 2016-02-26-4-1
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: 2016-04-12
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: 03/25/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 154653 lb
Maximum load on cylinder 2: 143186 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 5470.6 psi
Compressive strength of cylinder 2: 5081.1 psi
Compressive strength (to nearest 10 psi): 5280 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 4/12/2016 ✔