Summary for Test 2018-08-31-14-1
Test performed: ASTM C39-17aProject 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 | 08/31/2018 | Sample Unique Key | 14 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 09/13/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 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 | |
| Laboratory sample identification | 934-V4831 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | V4831 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | C590F25A |
|---|---|---|---|
| The truck number from where the sample was collected | 209 | The batch plant ticket number from where the sample was collected | 843100 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | site load 9 | Where the material sample would have been placed if not sampled | Piles cap at pier 3 for Mojave River Bridge New |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2018-08-31-14
DIME Test ID: 2018-08-31-14-1
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: 2018-10-08
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: 09/28/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 136710 lb
Maximum load on cylinder 2: 133940 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4851.3 psi
Compressive strength of cylinder 2: 4753.0 psi
Compressive strength (to nearest 10 psi): 4800 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/1/2018 ✔