Summary for Test 2019-07-01-7-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213745 DEA: 080Q1204 EFIS: 0800020125 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-18-99.5-100.9 |
| Award Date | 02/19/2019 |
| Closeout Date | 03/24/2020 |
| Work Description | WIDEN ROADBED AND CONSTRUCT RAISED CURB MEDIAN |
| Location Description | SAN BERNARDINO COUNTY FROM COBALT ROAD TO ROUTE 395 |
| QA Service Level | 1 (Verified on 04/02/2019) |
Sample Information
| Sample Taken Date | 07/01/2019 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/05/2019 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | arash |
| Last name of sampler or witnessed by | eskandari | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 997-701 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | robertsons | |
| Transportation Laboratory (TL) Number | 20190701 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Drainage system 3 outlet North | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SC590B38 |
|---|---|---|---|
| The truck number from where the sample was collected | 1198 | The batch plant ticket number from where the sample was collected | 8B66396 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | ortiz enterizes inc |
| A detailed description of where the material sample was collected | 15 cy | Where the material sample would have been placed if not sampled | Drainage system 3 outlet North |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-07-01-7
DIME Test ID: 2019-07-01-7-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-08-01
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 07/29/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 120190 lb
Maximum load on cylinder 2: 121300 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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: 1.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4223.1 psi
Compressive strength of cylinder 2: 4262.1 psi
Compressive strength (to nearest 10 psi): 4240 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/1/2019 ✔