Summary for Test 2015-07-07-3-1
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 209139 DEA: 071170U4 EFIS: 0700000085 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-33.2/37.2 |
| Award Date | 02/10/2014 |
| Closeout Date | 03/01/2022 |
| Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
| Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/06/2014) |
Sample Information
| Sample Taken Date | 07/07/2015 | 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 | 07/10/2015 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinder 6 x 12 |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Rupert | Last name of sampler or witnessed by | Duncan |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 882-20F | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Holliday Rock Upland | Transportation Laboratory (TL) Number | 1756120F |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | RW 1822 |
Material Information
| Material Type | Concrete | The concrete mix design number | CM5645 |
|---|---|---|---|
| The truck number from where the sample was collected | 603 | The batch plant ticket number from where the sample was collected | 101053066 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Plant |
| A detailed description of where the material sample was collected | Truck | Where the material sample would have been placed if not sampled | RW 1822 Sta1822 Plus 20 to 1828 Plus 95 |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-07-07-3
DIME Test ID: 2015-07-07-3-1
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: 2015-07-14
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: 07/14/2015
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 86550 lb
Maximum load on cylinder 2: 89390 lb
Type of fracture pattern of cylinder 1: 1
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: 7 days
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 3081.2 psi
Compressive strength of cylinder 2: 3182.3 psi
Compressive strength (to nearest 10 psi): 3130 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2015 ✔