Summary for Test 2015-06-16-1-1
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 210075 DEA: 051F8404 EFIS: 0514000067 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-10.0/10.6 |
| Award Date | 02/23/2015 |
| Closeout Date | 02/01/2018 |
| Work Description | REPLACE CONCRETE SLABS WITH PRECAST CONCRETE INDIVIDUAL SLABS. |
| Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM SAN YSIDRO ROAD OVERCROSSING TO OLIVE MILL ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/07/2015) |
Sample Information
| Sample Taken Date | 06/16/2015 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 06/17/2015 |
| Sample type | Quality Control | A brief description of the sample | 6X12 |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | GARY | Last name of sampler or witnessed by | MaCOMB |
| Title of sampler | ASSOC STEEL INSP | Telephone number of sampler | Unknown |
| Laboratory sample identification | 909-15 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | L10 SRL6 15 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | SANTA BARBARA |
| Structure name | REPLACE CONCRETE SLABS |
Material Information
| Material Type | Concrete | The concrete mix design number | 1508576 |
|---|---|---|---|
| The truck number from where the sample was collected | PC1 | The batch plant ticket number from where the sample was collected | 41695828 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | TRANSIT MIXER | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-06-16-1
DIME Test ID: 2015-06-16-1-1
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: 2015-06-30
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: 06/30/2015
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 157000 lb
Maximum load on cylinder 2: 163520 lb
Type of fracture pattern of cylinder 1: 3
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
Age of specimen: 14 days
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: 5534 psi
Compressive strength of cylinder 2: 5763.8 psi
Compressive strength (to nearest 10 psi): 5650 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/30/2015 ✔