Summary for Test 2017-08-04-7-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 210569 DEA: 083555V4 EFIS: 0814000086 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-42.5/46.0 |
| Award Date | 11/05/2015 |
| Closeout Date | 01/18/2022 |
| Work Description | WIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR. |
| Location Description | SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 10/15/2015) |
Sample Information
| Sample Taken Date | 08/04/2017 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 08/14/2017 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Md | Last name of sampler or witnessed by | RAHMAN |
| Title of sampler | TE | Telephone number of sampler | Unknown |
| Laboratory sample identification | 934-1A | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Roberts Lucern Valley | Transportation Laboratory (TL) Number | 1A |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 1A | Structure unique identifier | Unknown |
| Structure name | type 1 Wall at RW 124 |
Material Information
| Material Type | Concrete | The concrete mix design number | SC590B38 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | AtJobsite |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Dischard fron concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2017-08-04-7
DIME Test ID: 2017-08-04-7-1
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: 2017-09-01
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: 09/01/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 124870 lb
Maximum load on cylinder 2: 130180 lb
Type of fracture pattern of cylinder 1: 1
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: 28 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4417.0 psi
Compressive strength of cylinder 2: 4604.9 psi
Compressive strength (to nearest 10 psi): 4510 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/1/2017 ✔