Summary for Test 2016-04-25-6-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209453 DEA: 080J8504 EFIS: 0800000324 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-138-R24.1 |
| Award Date | 07/01/2014 |
| Closeout Date | 07/05/2017 |
| Work Description | REPLACE EXISTING BRIDGE. |
| Location Description | SAN BERNARDINO COUNTY IN AND NEAR HESPERIA AT HORSETHIEF CREEK BRDIGE |
| QA Service Level | 1 (Verified on 04/16/2014) |
Sample Information
| Sample Taken Date | 04/25/2016 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/10/2016 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 8 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | G |
| Last name of sampler or witnessed by | PAREDES | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 901-14 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | HI-GRADE MATERIALS |
| Transportation Laboratory (TL) Number | 141714 | 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 | HG78547A |
|---|---|---|---|
| The truck number from where the sample was collected | 8424 | The batch plant ticket number from where the sample was collected | 207141 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | PLANT |
| A detailed description of where the material sample was collected | MIXER | Where the material sample would have been placed if not sampled | STAGE 2 GIRDER SPLICES |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-04-25-6
DIME Test ID: 2016-04-25-6-2
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: 2016-05-23
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: 05/23/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 183260 lb
Maximum load on cylinder 2: 183670 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 6459.6 psi
Compressive strength of cylinder 2: 6474.1 psi
Compressive strength (to nearest 10 psi): 6470 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/23/2016 ✔