Summary for Test 2015-07-06-6-1
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 | Not set |
| 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 | 07/06/2015 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 08/19/2015 |
| Sample type | Verification | A brief description of the sample | Trial Batch Edge Beam SCC Type 2 |
| The quantity of what the sample constitutes | 2 cylinders | From where was the sample collected | Other |
| First name of sampler or witnessed by | Jacquelyn | Last name of sampler or witnessed by | Wong |
| Title of sampler | Assistant Structure Representative | Telephone number of sampler | 5108676025 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Central and Smith Emery | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 56 day break |
| Structure name | YBI edge beam support structure |
Material Information
| Material Type | Concrete | The concrete mix design number | X815C203 |
|---|---|---|---|
| The truck number from where the sample was collected | 1181 | The batch plant ticket number from where the sample was collected | 18046463 |
| Concrete batch plant | 30 | The fabricator/manufacturer designation for the sample | 4x4 800lb pronto |
| A detailed description of where the material sample was collected | Chute discharge into wheel barrel | Where the material sample would have been placed if not sampled | trial batch only |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-07-06-6
DIME Test ID: 2015-07-06-6-1
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: 2015-08-31
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: 08/31/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 256950 lb
Maximum load on cylinder 2: 258127 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: 56 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 9028.5 psi
Compressive strength of cylinder 2: 9069.8 psi
Compressive strength (to nearest 10 psi): 9050 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 8/31/2015 ✔