Summary for Test 2018-01-08-3-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211797 DEA: 080G8424 EFIS: 0814000184 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R107.3 |
| Award Date | 12/29/2016 |
| Closeout Date | 06/23/2021 |
| Work Description | UPGRADE EXISTING SAFETY ROADSIDE REST AREAS (SRRA) |
| Location Description | SAN BERNARDINO COUNTY ABOUT 30 MILES EAST OF BARSTOW AT C.V. KANE SAFETY ROADSIDE REST AREA |
| QA Service Level | 1 (Verified on 02/08/2017) |
Sample Information
| Sample Taken Date | 01/08/2018 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/15/2018 | Sample type | Quality Control |
| A brief description of the sample | 6X12 | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | KAMMAL |
| Last name of sampler or witnessed by | UDDIN | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 961-5B |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | ROBERTSONS |
| Transportation Laboratory (TL) Number | 5B | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | SB CV KANE SAFETY ROADSIDE REST AREA | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SM400B34 |
|---|---|---|---|
| The truck number from where the sample was collected | 1195 | The batch plant ticket number from where the sample was collected | 2672929 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | CHUTE | 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: 2018-01-08-3
DIME Test ID: 2018-01-08-3-1
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: 2018-02-05
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: 02/05/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 151680 lb
Maximum load on cylinder 2: 155235 lb
Type of fracture pattern of cylinder 1: 3
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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5346.5 psi
Compressive strength of cylinder 2: 5491.2 psi
Compressive strength (to nearest 10 psi): 5420 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/5/2018 ✔