Summary for Test 2016-10-12-3-5
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211393 DEA: 081F1104 EFIS: 0814000160 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-38-38.6-L5759 |
| Award Date | 06/30/2016 |
| Closeout Date | 12/02/2019 |
| Work Description | CONSTRUCT A SAND HOUSE AND CHAIN LINK FENCE AT ONYX SUMMIT |
| Location Description | SAN BERNARDINO COUNTY AT ONYX SUMMIT 0.7 MILES SOUTH OF PIPES ROAD |
| QA Service Level | 1 (Verified on 07/18/2016) |
Sample Information
| Sample Taken Date | 10/12/2016 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/13/2016 | Sample type | Quality Control |
| A brief description of the sample | 6X12 | The quantity of what the sample constitutes | 8 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | ARNEL |
| Last name of sampler or witnessed by | VEGA | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 949-01 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | ROBERSTSONS |
| Transportation Laboratory (TL) Number | 001 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | ONYX SUMMIT SAND HOUSE | Structure name | FOUNDATION |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | RRM09013 |
|---|---|---|---|
| The truck number from where the sample was collected | 1728 | The batch plant ticket number from where the sample was collected | 2318896 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | TAIL | 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: 2016-10-12-3
DIME Test ID: 2016-10-12-3-5
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: 2016-10-26
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: 10/26/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 124760 lb
Maximum load on cylinder 2: 128030 lb
Type of fracture pattern of cylinder 1: 2
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: 1.00
Correction factor for cylinder 2: no data
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4441.4 psi
Compressive strength of cylinder 2: 4557.8 psi
Compressive strength (to nearest 10 psi): 4500 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/26/2016 ✔