Summary for Test 2019-10-12-3-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 212827 DEA: 07296404 EFIS: 0713000031 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5,10,60-16.1/17.0,18.1/18.4,0.4/R1.0 |
| Award Date | 01/18/2018 |
| Closeout Date | 09/03/2020 |
| Work Description | PLACE ROCK BLANKET, MINOR CONCRETE, AND WEED CONTROL MAT. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES ON ROUTE 5 FROM EUCLID AVENUE UNDERCROSSING TO SEVENTH STREET OVERCROSSING AND ON ROUTE 10 FROM LA RIVER TO ROUTE 5 AND ON ROUTE 60 FROM SOTO STREET UNDERCROSSING TO EAST OF EUCLID AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/14/2019) |
Sample Information
| Sample Taken Date | 10/12/2019 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/14/2019 | 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 | Zafar |
| Last name of sampler or witnessed by | Inam | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 1006-54 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Associated Ready Mixed Concrete | |
| Transportation Laboratory (TL) Number | 136454 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | CB 4 60 SD BARRIER | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 556300 |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | NA |
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | CB 4 60 SD BARRIER |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-10-12-3
DIME Test ID: 2019-10-12-3-2
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: 2019-11-21
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: 11/09/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.91 in
Average diameter of cylinder 2: 5.89 in
Maximum load on cylinder 1: 138990 lb
Maximum load on cylinder 2: 147290 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): Samples disturbed during curing. Strengths not representative.
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: 27.43 in^2
Cross sectional area of cylinder 2: 27.25 in^2
Compressive strength of cylinder 1: 5067.1 psi
Compressive strength of cylinder 2: 5405.1 psi
Compressive strength (to nearest 10 psi): 5240 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/21/2019 ✔