Summary for Test 2016-11-08-9-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211429 DEA: 073X0214 EFIS: 0713000398 |
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DIST-CO-RTE-PM | 07-VEN-150-27.4,29.4 |
Award Date | 06/30/2016 |
Closeout Date | 06/16/2021 |
Work Description | REPAIR SLOPE FAILURE. |
Location Description | VENTURA COUNTY NEAR SANTA PAULA AT 1.1 MILES WEST OF SISAR CREEK AND AT 0.8 MILE SOUTH OF SANTA PAULA CREEK |
QA Service Level | 1 (Verified on 06/06/2016) |
Sample Information
Sample Taken Date | 11/08/2016 | Sample Unique Key | 9 |
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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 | 11/17/2016 |
Sample type | Quality Control | A brief description of the sample | 6x12 |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | A | Last name of sampler or witnessed by | MAGHSOUDLUO |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 951-54 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NP | Transportation Laboratory (TL) Number | 193654 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | RW FOOTING |
Structure name | STA 0 00 TO 2 18 |
Material Information
Material Type | Concrete | The concrete mix design number | 1545429 |
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The truck number from where the sample was collected | NP | The batch plant ticket number from where the sample was collected | NP |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | LOAD 4 | 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: 2016-11-08-9
DIME Test ID: 2016-11-08-9-2
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: 2016-11-22
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 11/22/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 126830 lb
Maximum load on cylinder 2: 124130 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 4
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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 4531.3 psi
Compressive strength of cylinder 2: 4434.8 psi
Compressive strength (to nearest 10 psi): 4480 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/22/2016 ✔