Summary for Test 2016-01-27-2-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209511 DEA: 080Q7403 EFIS: 0800020456 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-15.4/30.8 |
| Award Date | 10/29/2013 |
| Closeout Date | Not set |
| Work Description | Design Build project provides pavement rehabilitation (including ramps) on I-15 near Cajon Pass, CA. |
| Location Description | On I-15 from 0.4 mile north of Kenwood Avenue to 0.3 mile south of West Hesperia OH |
| QA Service Level | 1 (Verified on 04/03/2014) |
Sample Information
| Sample Taken Date | 01/27/2016 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/01/2016 | Sample type | Quality Assurance |
| A brief description of the sample | 6 x 12 LCB Cylinders | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Joseph |
| Last name of sampler or witnessed by | Ataei | Title of sampler | IQA FIELD INSPECTOR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 878-C25 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | CEMEX Victorville |
| Transportation Laboratory (TL) Number | C25 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 1202-8 LCB |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Not Provided |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Plant |
| A detailed description of where the material sample was collected | Back of the concrete truck | Where the material sample would have been placed if not sampled | SB 15 FWY oak Hill |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-01-27-2
DIME Test ID: 2016-01-27-2-1
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: 2016-02-03
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: 02/03/2016
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: 14660 lb
Maximum load on cylinder 2: 14160 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: 1.00
Correction factor for cylinder 2: no data
Age of specimen: 7 days
Age of specimen in hours: no data
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: 518.6 psi
Compressive strength of cylinder 2: 500.9 psi
Compressive strength (to nearest 10 psi): 510 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/3/2016 ✔