Summary for Test 2017-06-27-12-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211671 DEA: 07281504 EFIS: 0700000552 |
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DIST-CO-RTE-PM | 07-LA,VEN-101-29.3/38.2,0.0/1.2 |
Award Date | 12/09/2016 |
Closeout Date | 05/04/2020 |
Work Description | CONSTRUCT STORM WATER TREATMENT SYSTEMS. |
Location Description | LOS ANGELES AND VENTURA COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 01/23/2017) |
Sample Information
Sample Taken Date | 06/27/2017 | Sample Unique Key | 12 |
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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 | 07/05/2017 |
Sample type | Quality Control | A brief description of the sample | 6x12 |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | AZZ | Last name of sampler or witnessed by | MAG |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 960-57 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NP | Transportation Laboratory (TL) Number | 193657 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | LOCATION 3 AUSTIN VAULT |
Structure name | UPPER |
Material Information
Material Type | Concrete | The concrete mix design number | 563061 |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | NP |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | NATIONAL READY MIX |
A detailed description of where the material sample was collected | NP | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-06-27-12
DIME Test ID: 2017-06-27-12-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-07-10
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 07/10/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 96430 lb
Maximum load on cylinder 2: 95280 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 13 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 3388.3 psi
Compressive strength of cylinder 2: 3336.1 psi
Compressive strength (to nearest 10 psi): 3360 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/10/2017 ✔