Summary for Test 2019-08-22-4-2
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 212988 DEA: 080R1604 EFIS: 0812000029 |
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DIST-CO-RTE-PM | 08-SBD-40-R50.0/R75.0 |
Award Date | 09/07/2018 |
Closeout Date | 10/11/2022 |
Work Description | REGRADE MEDIAN CROSS SLOPES |
Location Description | NEAR LUDLOW FROM 0.3 MILES EAST OF CRUCERO ROAD TO 0.4 MILE WEST OF BADGER WASH |
QA Service Level | 1 (Verified on 11/14/2018) |
Sample Information
Sample Taken Date | 08/22/2019 | Sample Unique Key | 4 |
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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 | 08/23/2019 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 4 concrete cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Kennedy | Last name of sampler or witnessed by | Eubany |
Title of sampler | Materials Tester | Telephone number of sampler | |
Laboratory sample identification | 991-882 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertsons | Transportation Laboratory (TL) Number | 082219-1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | DS 67 at I-40 Median PM 6 |
Material Information
Material Type | Concrete | The concrete mix design number | SM450P47 |
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The truck number from where the sample was collected | 1198 | The batch plant ticket number from where the sample was collected | 4098697 |
Concrete batch plant | Robertsons | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Load 1 at 10 cu yds | 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: 2019-08-22-4
DIME Test ID: 2019-08-22-4-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-08-30
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: 08/29/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 104420 lb
Maximum load on cylinder 2: 102200 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: 1
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 3656.2 psi
Compressive strength of cylinder 2: 3578.4 psi
Compressive strength (to nearest 10 psi): 3620 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/30/2019 ✔