Summary for Test 2015-09-17-5-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209553 DEA: 08336304 EFIS: 0800000608 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-38-26.3/26.8 |
| Award Date | 07/25/2014 |
| Closeout Date | 06/13/2016 |
| Work Description | BRIDGE DECK REPLACEMENT |
| Location Description | SAN BERNARDINO COUNTY NEAR BARTON FLATS AT HATHAWAY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 02/27/2015) |
Sample Information
| Sample Taken Date | 09/17/2015 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/21/2015 | Sample type | Quality Control |
| A brief description of the sample | 6X12 | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | E |
| Last name of sampler or witnessed by | HAMEL | Title of sampler | TET |
| Telephone number of sampler | Unknown | Laboratory sample identification | 906-3 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | JOB |
| Transportation Laboratory (TL) Number | 3 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | HATHAWAY BR DECK NB |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | C97339 SE |
|---|---|---|---|
| The truck number from where the sample was collected | 201 | The batch plant ticket number from where the sample was collected | 299155 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | LOAD 5 | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-09-17-5
DIME Test ID: 2015-09-17-5-1
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: 2015-09-25
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: 09/24/2015
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: 114520 lb
Maximum load on cylinder 2: 108200 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: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4076.9 psi
Compressive strength of cylinder 2: 3851.9 psi
Compressive strength (to nearest 10 psi): 3960 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2015 ✔