Summary for Test 2016-10-07-9-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209950 DEA: 080N56U4 EFIS: 0813000176 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R94.7/R99.7 |
| Award Date | 01/22/2015 |
| Closeout Date | 09/17/2018 |
| Work Description | BRIDGE REPLACEMENTS. |
| Location Description | SAN BERNARDINO COUNTY NEAR ESSEX AT HALLER WASH BRIDGE AT ROJO WASH BRIDGE AND AT CLIPPER VALLEY WASH BRIDGE |
| QA Service Level | 1 (Verified on 04/29/2015) |
Sample Information
| Sample Taken Date | 10/07/2016 | Sample Unique Key | 9 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 10/17/2016 |
| 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 | ROBERT | Last name of sampler or witnessed by | BERSBACH |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 907-07 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 07 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | CLIPPER VALLEY WASH | |
| Structure name | PIER 2 FOOTING |
Material Information
| Material Type | Concrete | The concrete mix design number | RRM15027 |
|---|---|---|---|
| The truck number from where the sample was collected | 1911 | The batch plant ticket number from where the sample was collected | 2256311 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | LOAD 5 | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2016-10-07-9
DIME Test ID: 2016-10-07-9-1
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: 2016-11-04
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: 11/04/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 109610 lb
Maximum load on cylinder 2: 112890 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
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: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 3889.6 psi
Compressive strength of cylinder 2: 4006.0 psi
Compressive strength (to nearest 10 psi): 3950 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/4/2016 ✔