Summary for Test 2016-03-24-2-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 211254 DEA: 031H4804 EFIS: 0316000165 |
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DIST-CO-RTE-PM | 03-ED-193-23.4, 23.4, 23.4, 23.4, 23.40 |
Award Date | 01/30/2016 |
Closeout Date | 12/08/2017 |
Work Description | Emergency Slope Failure -Replace remaining section of gabion wall with soldier pile tieback wall and reconstruct roadway |
Location Description | El Dorado 193 |
QA Service Level | 1 (Verified on 03/07/2016) |
Sample Information
Sample Taken Date | 03/24/2016 | Sample Unique Key | 2 |
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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 | 03/25/2016 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 4 6x12 concrete cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Paul | Last name of sampler or witnessed by | Hayes |
Title of sampler | ASR | Telephone number of sampler | 530 682 6224 |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Syar Cameron Park | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Anchored Soldier Pile Wall |
Material Information
Material Type | Concrete | The concrete mix design number | CT054CR5 |
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The truck number from where the sample was collected | 8079 | The batch plant ticket number from where the sample was collected | 293278 |
Concrete batch plant | 41 | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow | Where the material sample would have been placed if not sampled | Concrete Backfill for Soldier Pile |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-03-24-2
DIME Test ID: 2016-03-24-2-1
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: 2016-04-01
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 04/01/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.95 in
Average diameter of cylinder 2: 5.95 in
Maximum load on cylinder 1: 72900 lb
Maximum load on cylinder 2: 74294 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: 8 days
Cross sectional area of cylinder 1: 27.81 in^2
Cross sectional area of cylinder 2: 27.81 in^2
Compressive strength of cylinder 1: 2621.4 psi
Compressive strength of cylinder 2: 2671.5 psi
Compressive strength (to nearest 10 psi): 2650 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 4/1/2016 ✔