Summary for Test 2014-10-03-1-2
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 | 10/03/2014 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 10/13/2014 |
| Sample type | Acceptance | A brief description of the sample | 1 Set ticket 18905879 for 7 day and 2 sets ticket 18905927 for 7 day and 1 for 14 day test |
| The quantity of what the sample constitutes | 11 17 14 day breaks | From where was the sample collected | Other |
| First name of sampler or witnessed by | Nana | Last name of sampler or witnessed by | Budu |
| Title of sampler | Transportation Engineer | Telephone number of sampler | 7076944751 |
| Laboratory sample identification | Linked DIME Sample ID | Not set | |
| The fabricator/manufacturer/facility name | Central Concrete | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Bent 41A Column | |
| Structure name | West Tie In Edge Beam |
Material Information
| Material Type | Concrete | The concrete mix design number | D101C5E1 |
|---|---|---|---|
| The truck number from where the sample was collected | 1253 and 1219 | The batch plant ticket number from where the sample was collected | 18905879 and 18905927 |
| Concrete batch plant | 12 Peralta St Oakland | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Revolving 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: 2014-10-03-1
DIME Test ID: 2014-10-03-1-2
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: 2014-10-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Steve Wake
Date of test: 10/20/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 115643 lb
Maximum load on cylinder 2: 118811 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: 17 days
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4116.9 psi
Compressive strength of cylinder 2: 4187.9 psi
Compressive strength (to nearest 10 psi): 4150 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/20/2014 ✔