Summary for Test 2018-05-25-11-1
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 | 05/25/2018 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 05/31/2018 |
| 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 | Ahmad | Last name of sampler or witnessed by | Ankir |
| Title of sampler | TE | Telephone number of sampler | Unknown |
| Laboratory sample identification | 934-0525 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Roberts Lucern Valley | Transportation Laboratory (TL) Number | 0525 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | VICTORVILLE OH SEPERATION NEW AND WIDENED BRIDGE |
| Structure name | VICTORVILLE OH SEPERATION NEW AND WIDENED BRIDGE |
Material Information
| Material Type | Concrete | The concrete mix design number | SC675B38 |
|---|---|---|---|
| The truck number from where the sample was collected | 1538 | The batch plant ticket number from where the sample was collected | 13667768 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | AMES CONSTRUCTION |
| A detailed description of where the material sample was collected | TRUCK DISCHARGE LOAD17 | Where the material sample would have been placed if not sampled | BENT CAP AT PIER WALL 4 WIDENED RT AND LF |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-05-25-11
DIME Test ID: 2018-05-25-11-1
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: 2018-06-08
Test Results
Unit system used?: SI Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 06/01/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6 mm
Average diameter of cylinder 2: 6 mm
Maximum load on cylinder 1: 105860 N
Maximum load on cylinder 2: 104080 N
Type of fracture pattern of cylinder 1: 2
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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 mm^2
Cross sectional area of cylinder 2: 28.27 mm^2
Compressive strength of cylinder 1: 3744.6 MPa
Compressive strength of cylinder 2: 3681.6 MPa
Compressive strength (to nearest 0.1MPa): 3713.1 MPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/1/2018 ✔