Summary for Test 2015-07-01-3-2
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 208642 DEA: 07252004 EFIS: 0712000074 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-39.4/48.6 |
| Award Date | 06/28/2013 |
| Closeout Date | 08/25/2016 |
| Work Description | REPLACE CONC PAVEMENT WITH PRECAST PRESTRESSED CONC PAVEMENT. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 405/101 SEPARATION TO ROUTE 405/5 SEPARATION |
| QA Service Level | 1 (Verified on 08/13/2013) |
Sample Information
| Sample Taken Date | 07/01/2015 | Sample Unique Key | 3 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/07/2015 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinder 6 x 12 |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Addis | Last name of sampler or witnessed by | Ambaye |
| Title of sampler | Structure Representative | Telephone number of sampler | Unknown |
| Laboratory sample identification | 910-01 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Associate Ready Mix | Transportation Laboratory (TL) Number | 150701 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | Austin Vault Slab and RW | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 557237 |
|---|---|---|---|
| The truck number from where the sample was collected | 2 | The batch plant ticket number from where the sample was collected | Not provided |
| 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 | Slab and RW |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-07-01-3
DIME Test ID: 2015-07-01-3-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-08-12
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/29/2015
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.01 in
Maximum load on cylinder 1: 123190 lb
Maximum load on cylinder 2: 123410 lb
Maximum load on cylinder 3: 128440 lb
Maximum load on cylinder 4: 126690 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Compressive strength of cylinder 1: 4342.3 psi
Compressive strength of cylinder 2: 4350.0 psi
Compressive strength of cylinder 3: 4527.3 psi
Compressive strength of cylinder 4: 4465.6 psi
Compressive strength (to nearest 10 psi): 4420 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/12/2015 ✔