Summary for Test 2017-05-16-6-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211853 DEA: 042G8904 EFIS: 0400021259 |
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DIST-CO-RTE-PM | 04-MRN-1-8.0 |
Award Date | 02/09/2017 |
Closeout Date | 12/22/2017 |
Work Description | SOLDIER PILE WALL WITH TIEBACKS AND EMBANKMENT CONFINED SYSTEM. |
Location Description | MARIN COUNTY NEAR MUIR BEACH AT 2.1 MILES NORTH OF MUIR WOODS ROAD |
QA Service Level | 1 (Verified on 03/15/2017) |
Sample Information
Sample Taken Date | 05/16/2017 | Sample Unique Key | 6 |
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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 | 06/16/2017 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 6x12 concrete cylinders | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Janine | Last name of sampler or witnessed by | marr |
Title of sampler | Transportation Engineer | Telephone number of sampler | 1-510-385-6764 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Retaining Wall 8 |
Material Information
Material Type | Concrete | The concrete mix design number | 4201a |
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The truck number from where the sample was collected | 1808 | The batch plant ticket number from where the sample was collected | 154359 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Mix Truck Chute | Where the material sample would have been placed if not sampled | Soldier Piles |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2017-05-16-6
DIME Test ID: 2017-05-16-6-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-06-27
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 06/27/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 191549 lb
Maximum load on cylinder 2: 194352 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: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 6730.5 psi
Compressive strength of cylinder 2: 6829.0 psi
Compressive strength (to nearest 10 psi): 6780 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 6/27/2017 ✔