Summary for Test 2015-11-23-3-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209792 DEA: 042G8604 EFIS: 0412000009 |
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DIST-CO-RTE-PM | 04-ALA-580-R33.4 |
Award Date | 08/31/2015 |
Closeout Date | 12/21/2017 |
Work Description | CONSTRUCT RETAINING WALL, PLANTING, AND MODIFY LIGHTING. |
Location Description | ALAMEDA COUNTY IN SAN LEANDRO AT BENDICT DRIVE OFF-RAMP |
QA Service Level | 1 (Verified on 11/26/2014) |
Sample Information
Sample Taken Date | 11/23/2015 | Sample Unique Key | 3 |
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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 | 12/02/2015 |
Sample type | Quality Control | A brief description of the sample | concrete |
The quantity of what the sample constitutes | Unknown | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Syed | Last name of sampler or witnessed by | F |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | unknown | Transportation Laboratory (TL) Number | 155524 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | 1412879 |
---|---|---|---|
The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | unknown |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | shute | Where the material sample would have been placed if not sampled | soldier pile wall |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-11-23-3
DIME Test ID: 2015-11-23-3-1
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: 2016-01-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 01/04/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 176556 lb
Maximum load on cylinder 2: 173259 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
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 6265.3 psi
Compressive strength of cylinder 2: 6128.7 psi
Compressive strength (to nearest 10 psi): 6200 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 1/4/2016 ✔