Summary for Test 2017-12-21-5-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 212351 DEA: 040P1304 |
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DIST-CO-RTE-PM | 04-MRN-1-11.5, 11.50, 11.5, 12 |
Award Date | 06/09/2017 |
Closeout Date | 09/24/2018 |
Work Description | Construct Soldier Pile Wall with Tiebacks |
Location Description | Route 1 PM 11.5 |
QA Service Level | 1 (Verified on 07/24/2017) |
Sample Information
Sample Taken Date | 12/21/2017 | Sample Unique Key | 5 |
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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 | 01/04/2018 |
Sample type | Department Acceptance | A brief description of the sample | 6 X 12 Concrete Cylinder |
The quantity of what the sample constitutes | 27 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Nana | Last name of sampler or witnessed by | Budu |
Title of sampler | Assistant Structure Representative | Telephone number of sampler | 7078122676 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Shamrock Materials | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Soldier Pile 69 | |
Structure name | Retaining Wall 1 |
Material Information
Material Type | Concrete | The concrete mix design number | 4700 |
---|---|---|---|
The truck number from where the sample was collected | 1442 | The batch plant ticket number from where the sample was collected | 458986 |
Concrete batch plant | Shamrock San Rafael | The fabricator/manufacturer designation for the sample | Shamrock Materials |
A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | Pile |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2017-12-21-5
DIME Test ID: 2017-12-21-5-1
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: 2018-01-18
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: lmc
Date of test: 01/18/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 169432 lb
Maximum load on cylinder 2: 173289 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: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5953.3 psi
Compressive strength of cylinder 2: 6108.2 psi
Compressive strength (to nearest 10 psi): 6030 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 1/18/2018 ✔