Summary for Test 2017-02-05-1-3
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 7285 DEA: 040120T4 EFIS: 0400000027 |
|---|---|
| DIST-CO-RTE-PM | 04-SF-80-12.6/13.9 |
| Award Date | 11/27/2012 |
| Closeout Date | 02/12/2025 |
| Work Description | CONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES |
| Location Description | THE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL |
| QA Service Level | 1 (Verified on 10/29/2012) |
Sample Information
| Sample Taken Date | 02/05/2017 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/08/2017 | Sample type | Verification |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Carlos |
| Last name of sampler or witnessed by | Tongson | Title of sampler | Unknown |
| Telephone number of sampler | 925 250-6150 | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Central Concrete |
| Transportation Laboratory (TL) Number | Unknown | 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 | X90EC203 |
|---|---|---|---|
| The truck number from where the sample was collected | 1406 | The batch plant ticket number from where the sample was collected | 18356036 |
| Concrete batch plant | 30 | 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 | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2017-02-05-1
DIME Test ID: 2017-02-05-1-3
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: 2017-03-06
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 03/06/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 368880 lb
Maximum load on cylinder 2: 400000 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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: 29 days
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength (to nearest 10 psi): 14180 psi
General comments (publicly viewable) (Max 1000 characters): cylinder 2 maxed out machine
Test was verified on 3/6/2017 ✔