Summary for Test 2019-05-16-6-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 212988 DEA: 080R1604 EFIS: 0812000029 |
|---|---|
| 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 | 05/16/2019 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 05/17/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | arash | Last name of sampler or witnessed by | eskandari |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 991-01 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertsons LUCERNE | Transportation Laboratory (TL) Number | 1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | DRAINAGE SYSTEM NO 8 |
Material Information
| Material Type | Concrete | The concrete mix design number | SC675B39 |
|---|---|---|---|
| The truck number from where the sample was collected | 1910 | The batch plant ticket number from where the sample was collected | 4097457 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | FISHER INDUSTRIES |
| A detailed description of where the material sample was collected | 4 CY | Where the material sample would have been placed if not sampled | DRAINAGE SYSTEM NO 8 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-05-16-6
DIME Test ID: 2019-05-16-6-2
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: 2019-06-14
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: 06/13/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 126170 lb
Maximum load on cylinder 2: 127180 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: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4447.3 psi
Compressive strength of cylinder 2: 4482.9 psi
Compressive strength (to nearest 10 psi): 4470 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/14/2019 ✔