Summary for Test 2014-12-06-1-1
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 | 12/06/2014 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 12/11/2014 |
| Sample type | Quality Assurance | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | 28 Day Breaks | From where was the sample collected | Other |
| First name of sampler or witnessed by | Pamela | Last name of sampler or witnessed by | Gagnier |
| Title of sampler | Transportation Engineer | Telephone number of sampler | 707-694-4751 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Tower Crane Foundation E3 | |
| Structure name | Old SFOBB |
Material Information
| Material Type | Concrete | The concrete mix design number | D101C5E1 |
|---|---|---|---|
| The truck number from where the sample was collected | 1226 | The batch plant ticket number from where the sample was collected | 18936435 |
| Concrete batch plant | 12 | The fabricator/manufacturer designation for the sample | Central Concrete |
| A detailed description of where the material sample was collected | Jobsite | 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: 2014-12-06-1
DIME Test ID: 2014-12-06-1-1
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: 2015-01-05
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SV
Date of test: 01/05/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 166927 lb
Maximum load on cylinder 2: 168383 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): Both cylinder diameters for each specimen are not in compliance. w/ ASTM C39 section 6.1. Diameters of the same cylinder differ more than 2%.
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Age of specimen: 30 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5844.8 psi
Compressive strength of cylinder 2: 5916.5 psi
Compressive strength (to nearest 10 psi): 5880 psi
General comments (publicly viewable) (Max 1000 characters): Cylinder diameters for each specimen are not within 2% requirement. Please check cylinder molds prior to sampling concrete cylinders.
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 1/5/2015 ✔