Summary for Test 2015-03-19-3-2
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 208900 DEA: 07265904 EFIS: 0700000497 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-1.6/10.4 |
| Award Date | 12/31/1969 |
| Closeout Date | 09/09/2015 |
| Work Description | REPLACE BRIDGE RAILING. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AT VARIOUS LOCATIONS FROM FOUR LEVEL STRUCTURE TO LANKERSHIM BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 02/27/2014) |
Sample Information
| Sample Taken Date | 03/19/2015 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/23/2015 | Sample type | Quality Control |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 8 CYLINDERS |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | DAVID |
| Last name of sampler or witnessed by | BARON | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 885-19 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Collected at jobsite |
| Transportation Laboratory (TL) Number | 150319 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | CAHUENGA BRIDGE |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 557237 |
|---|---|---|---|
| The truck number from where the sample was collected | NOT PROVIDED | 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 | RIGHT SIDE CURB | Where the material sample would have been placed if not sampled | Not set |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-03-19-3
DIME Test ID: 2015-03-19-3-2
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: 2015-03-30
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: 03/30/2015
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 109630 lb
Maximum load on cylinder 2: 110860 lb
Type of fracture pattern of cylinder 1: 3
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
Age of specimen: 11 days
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: 3878.0 psi
Compressive strength of cylinder 2: 3921.5 psi
Compressive strength (to nearest 10 psi): 3900 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/30/2015 ✔