Summary for Test 2015-03-05-5-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 7467 DEA: 043A9214 EFIS: 0412000339 COOP: 042445 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-880-22.6/24.0 |
| Award Date | 09/14/2012 |
| Closeout Date | 09/28/2016 |
| Work Description | WIDEN FREEWAY, REPLACE OVERCROSSINGS, AND RECONSTRUCT RAMPS/ROADS. |
| Location Description | ALAMEDA COUNTY IN SAN LEANDRO FROM 0.4 MILE SOUTH OF MARINA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF ROUTE 112/880 SEPARATION |
| QA Service Level | 1 (Verified on 10/05/2012) |
Sample Information
| Sample Taken Date | 03/05/2015 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 03/09/2015 |
| Sample type | Verification | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 2 6x12 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Chito | Last name of sampler or witnessed by | Asistin |
| 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 | 15503771 |
| 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 | 1549779 |
|---|---|---|---|
| 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 | Back of Truck | Where the material sample would have been placed if not sampled | Not set |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-03-05-5
DIME Test ID: 2015-03-05-5-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-04-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 04/02/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 158863 lb
Maximum load on cylinder 2: 157337 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
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5599.7 psi
Compressive strength of cylinder 2: 5545.9 psi
Compressive strength (to nearest 10 psi): 5570 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 4/2/2015 ✔