Summary for Test 2017-10-23-3-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211507 DEA: 07279114 EFIS: 0715000075 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60-R24.4/R25.3 |
| Award Date | 09/19/2016 |
| Closeout Date | 07/23/2019 |
| Work Description | CONSTRUCT RAMPS AND AUXILIARY LANE. |
| Location Description | LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM GRAND AVENUE OVERCROSSING TO 0.1 MILE WEST OF PROSPECTORS UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 10/23/2017 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/09/2017 | Sample type | Quality Assurance |
| 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 | RYAN |
| Last name of sampler or witnessed by | RAMOS | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 958-69 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | ROBERTSONS |
| Transportation Laboratory (TL) Number | 3004969 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | OH 4 SIGN STRUCTURE 4 | Structure name | OH 4 SIGN STRUCTURE 4 |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SM450R4R |
|---|---|---|---|
| The truck number from where the sample was collected | 1071 | The batch plant ticket number from where the sample was collected | 3257206 |
| 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 | OH 4 SIGN STRUCTURE 4 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2017-10-23-3
DIME Test ID: 2017-10-23-3-1
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: 2017-11-09
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: 11/09/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 130670 lb
Maximum load on cylinder 2: 127980 lb
Type of fracture pattern of cylinder 1: 1
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: 17 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4622.2 psi
Compressive strength of cylinder 2: 4527.1 psi
Compressive strength (to nearest 10 psi): 4570 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/9/2017 ✔