Summary for Test 2016-12-15-3-2
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 | 12/15/2016 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 12/19/2016 |
| Sample type | Quality Control | A brief description of the sample | 6X12 |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | ADLAI | Last name of sampler or witnessed by | EVANS |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 907-15 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 20161215 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | CLIPPER AND HALLER WASH BR |
| Structure name | PIER CAPS 3 4 6 AND 7 AT CLIPPER |
Material Information
| Material Type | Concrete | The concrete mix design number | RRM15028 |
|---|---|---|---|
| The truck number from where the sample was collected | 1692 | The batch plant ticket number from where the sample was collected | 1082093 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | TRUCK | 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: 2016-12-15-3
DIME Test ID: 2016-12-15-3-2
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: 2017-01-12
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: 01/12/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 162290 lb
Maximum load on cylinder 2: 166310 lb
Type of fracture pattern of cylinder 1: 2
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: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5798.1 psi
Compressive strength of cylinder 2: 5941.8 psi
Compressive strength (to nearest 10 psi): 5870 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/12/2017 ✔