Summary for Test 2017-04-17-5-4
Test performed: ASTM C39-17a
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project 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 | 04/17/2017 | Sample Unique Key | 5 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 04/25/2017 |
| 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 | ROBERT | Last name of sampler or witnessed by | BIRSBACH |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 915-S2 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 20170417-S2 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | RW1633 POUR 1 |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | NP |
|---|---|---|---|
| The truck number from where the sample was collected | 69 | The batch plant ticket number from where the sample was collected | 2298369 |
| 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: 2017-04-17-5
DIME Test ID: 2017-04-17-5-4
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: 2017-05-08
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: 05/15/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 119960 lb
Maximum load on cylinder 2: 117930 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
Correction factor for cylinder 2: no data
Age of specimen: 21 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4256.9 psi
Compressive strength of cylinder 2: 4198.3 psi
Compressive strength (to nearest 10 psi): 4230 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2017 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.