Summary for Test 2016-11-09-14-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211237 DEA: 080Q7904 EFIS: 0800020481 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R93.1/94.2 |
| Award Date | 06/03/2016 |
| Closeout Date | 05/03/2018 |
| Work Description | REPLACE HOFF WASH BRIDGE (BRIDGE NUMBER 54-0889L/R) |
| Location Description | SAN BERNARDINO COUNTY FROM 0.3 MILE WEST TO 0.4 MILE EAST OF HOFF WASH BRIDGE |
| QA Service Level | 1 (Verified on 07/01/2016) |
Sample Information
| Sample Taken Date | 11/09/2016 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/14/2016 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 3 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | SUNNY |
| Last name of sampler or witnessed by | YANG | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 953-1109 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | CEMEX |
| Transportation Laboratory (TL) Number | 1109 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | HOFF WASH BRIDGE |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 1592247 |
|---|---|---|---|
| The truck number from where the sample was collected | 5829 | The batch plant ticket number from where the sample was collected | 44313162 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | PLANT |
| A detailed description of where the material sample was collected | LOAD 6 | Where the material sample would have been placed if not sampled | HOFF WASH BRIDGE ABUT 3 FOOTING |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-11-09-14
DIME Test ID: 2016-11-09-14-1
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: 2016-12-07
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 12/07/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 145340 lb
Maximum load on cylinder 2: 142130 lb
Maximum load on cylinder 3: 143350 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 1
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
Correction factor for cylinder 3: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength of cylinder 1: 5141.1 psi
Compressive strength of cylinder 2: 5043.6 psi
Compressive strength of cylinder 3: 5070.7 psi
Compressive strength (to nearest 10 psi): 5090 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/7/2016 ✔