Summary for Test 2014-10-07-8-2
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 | 10/07/2014 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 10/20/2014 |
| Sample type | Verification | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Other |
| First name of sampler or witnessed by | hubert | Last name of sampler or witnessed by | wong |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 1506191 | Linked DIME Sample ID | 0 |
| The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | 1506191 |
|---|---|---|---|
| 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 | 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: 2014-10-07-8
DIME Test ID: 2014-10-07-8-2
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: 2014-11-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: She Vang
Date of test: 11/04/2014
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: 154238 lb
Maximum load on cylinder 2: 142467 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: 28.46 in^2
Compressive strength of cylinder 1: 5436.7 psi
Compressive strength of cylinder 2: 5005.9 psi
Compressive strength (to nearest 10 psi): 5220 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/4/2014 ✔