Summary for Test 2018-07-20-12-3
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211712 DEA: 07305204 EFIS: 0714000092 |
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DIST-CO-RTE-PM | 07-VEN-33-15.7 |
Award Date | 11/28/2016 |
Closeout Date | 10/06/2022 |
Work Description | CONSTRUCT SOIL NAIL WALL AND ROCK SLOPE PROTECTION. |
Location Description | VENTURA COUNTY NEAR OJAI AT 0.1 MILE SOUTH OF NORTH FORK MATILIJA CREEK BRIDGE |
QA Service Level | 1 (Verified on 09/12/2016) |
Sample Information
Sample Taken Date | 07/20/2018 | 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 | 07/25/2018 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | pateleon | Last name of sampler or witnessed by | Rivera |
Title of sampler | ASR | Telephone number of sampler | 805 375 9239 |
Laboratory sample identification | 984 628 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | 106628 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | na |
Structure name | na |
Material Information
Material Type | Concrete | The concrete mix design number | 3f36l001 |
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The truck number from where the sample was collected | na | The batch plant ticket number from where the sample was collected | na |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | ramussen |
A detailed description of where the material sample was collected | na | Where the material sample would have been placed if not sampled | na |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-07-20-12
DIME Test ID: 2018-07-20-12-3
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: 2018-08-24
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: 08/17/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 124900 lb
Maximum load on cylinder 2: 131630 lb
Type of fracture pattern of cylinder 1: 4
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: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4373.2 psi
Compressive strength of cylinder 2: 4625.1 psi
Compressive strength (to nearest 10 psi): 4500 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/17/2018 ✔