Summary for Test 2017-11-30-11-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211070 DEA: 080Q3004 EFIS: 0800020191 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-138-R17.1/R19.2 |
| Award Date | 04/18/2016 |
| Closeout Date | 09/28/2020 |
| Work Description | REALIGN SECTION OF STATE ROUTE 138 |
| Location Description | Near Hesperia from 1.9 mi East of Route 15 to 0.1 mi West of Summit Post Office Road to realign sections of State Route 138 |
| QA Service Level | 1 (Verified on 04/27/2016) |
Sample Information
| Sample Taken Date | 11/30/2017 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/05/2017 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylindes | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | EDDY |
| Last name of sampler or witnessed by | SCOTT | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 955-30A |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Robertsons Lucerne Valley |
| Transportation Laboratory (TL) Number | 20171130A | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | OHV UNDERCROSSING | Structure name | OHV UNDERCROSSING |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SC590B6A |
|---|---|---|---|
| The truck number from where the sample was collected | 721 | The batch plant ticket number from where the sample was collected | 2872757 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | PLANT |
| A detailed description of where the material sample was collected | CHUTE | Where the material sample would have been placed if not sampled | OHV UNDERCROSSING |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2017-11-30-11
DIME Test ID: 2017-11-30-11-1
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: 2017-12-21
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: 12/21/2017
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: 121970 lb
Maximum load on cylinder 2: 125770 lb
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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 21 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: 4314.5 psi
Compressive strength of cylinder 2: 4448.9 psi
Compressive strength (to nearest 10 psi): 4380 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/21/2017 ✔