Summary for Test 2016-03-22-4-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210865 DEA: 042G5224 EFIS: 0414000065 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580and680-VAR |
| Award Date | 12/04/2015 |
| Closeout Date | 12/22/2017 |
| Work Description | UPGRADE TRANSITION RAILING AND END TREATMENTS. |
| Location Description | IN ALAMEDA COUNTY ON RTE 580 FROM GREEVILLE ROAD UC TO CERRITOCREEK AND ON RTE 680 FROM SCOTT RD UC TO SUNOL-KOOPMAN UC |
| QA Service Level | 1 (Verified on 10/27/2015) |
Sample Information
| Sample Taken Date | 03/22/2016 | 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 | 03/25/2016 |
| Sample type | Quality Assurance | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | 2 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Fahean | Last name of sampler or witnessed by | Sayed |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | field | Transportation Laboratory (TL) Number | 155531 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | na |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | na |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | field | 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: 2016-03-22-4
DIME Test ID: 2016-03-22-4-1
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: 2016-04-19
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: 04/19/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 170024 lb
Maximum load on cylinder 2: 175038 lb
Type of fracture pattern of cylinder 1: 2
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: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5993.1 psi
Compressive strength of cylinder 2: 6150.3 psi
Compressive strength (to nearest 10 psi): 6070 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 4/19/2016 ✔