Summary for Test 2016-02-10-6-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209916 DEA: 07259024 EFIS: 0713000046 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5,10,91,110,134-Var |
| Award Date | 12/31/2014 |
| Closeout Date | 08/03/2023 |
| Work Description | INSTALL AUSTIN VAULT SAND FILTERS AND BIOFILTRATION SWALE AND STRIPS |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/09/2015) |
Sample Information
| Sample Taken Date | 02/10/2016 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/23/2016 | 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 | c |
| Last name of sampler or witnessed by | tong | Title of sampler | asr |
| Telephone number of sampler | Unknown | Laboratory sample identification | 9003-13 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Associated Ready Mix |
| Transportation Laboratory (TL) Number | 185013 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | avsf footing at loc 7 system 13f | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 556300 |
|---|---|---|---|
| The truck number from where the sample was collected | load1 | The batch plant ticket number from where the sample was collected | 40237190 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | chute | 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: 2016-02-10-6
DIME Test ID: 2016-02-10-6-1
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: 2016-03-09
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: 03/09/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 113200 lb
Maximum load on cylinder 2: 119550 lb
Type of fracture pattern of cylinder 1: 2
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: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3990.1 psi
Compressive strength of cylinder 2: 4214.0 psi
Compressive strength (to nearest 10 psi): 4100 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/9/2016 ✔