Summary for Test 2014-10-06-1-2
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 7285 DEA: 040120T4 EFIS: 0400000027 |
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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 | 10/06/2014 | Sample Unique Key | 1 |
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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 | Department Acceptance | A brief description of the sample | concrete cylinders |
The quantity of what the sample constitutes | 10 14 21 28 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 | 707-694-4751 |
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 | 41B Column | |
Structure name | West Tie In Edge Beam |
Material Information
Material Type | Concrete | The concrete mix design number | D101C5E |
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The truck number from where the sample was collected | 1258 and 1217 | The batch plant ticket number from where the sample was collected | 18906710 and 18906731 |
Concrete batch plant | 12 | The fabricator/manufacturer designation for the sample | MCM Construction |
A detailed description of where the material sample was collected | Job site | 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
DIME Sample ID: 2014-10-06-1
DIME Test ID: 2014-10-06-1-2
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: 5.99 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 120272 lb
Maximum load on cylinder 2: 114023 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: 14 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4268.0 psi
Compressive strength of cylinder 2: 4059.2 psi
Compressive strength (to nearest 10 psi): 4160 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/20/2014 ✔