Summary for Test 2017-06-23-9-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 208714 DEA: 08043514 EFIS: 0800000010 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-58-R22.2/R31.1 |
| Award Date | 12/30/2014 |
| Closeout Date | 08/29/2018 |
| Work Description | REALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY |
| Location Description | HINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD. |
| QA Service Level | 1 (Verified on 03/22/2013) |
Sample Information
| Sample Taken Date | 06/23/2017 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/27/2017 | 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 | KENNEDY |
| Last name of sampler or witnessed by | E | Title of sampler | TECH |
| Telephone number of sampler | Unknown | Laboratory sample identification | 915-LCB23 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Robertson Ready Mix |
| Transportation Laboratory (TL) Number | LCB-062317 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | SR 58 EXPRESSWAY AT HINKLEY |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SC270N31 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | NP |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | LOAD 12 | 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: 2017-06-23-9
DIME Test ID: 2017-06-23-9-1
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: 2017-06-30
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: 06/30/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 40710 lb
Maximum load on cylinder 2: 39330 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: no data
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 1425.4 psi
Compressive strength of cylinder 2: 1381.9 psi
Compressive strength (to nearest 10 psi): 1400 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/30/2017 ✔