Summary for Test 2023-03-07-35-6
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214697 DEA: 07307104 EFIS: 0714000213 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-32.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CONSTRUCT BRIDGE. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 03/07/2023 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/09/2023 | Sample type | Quality Control |
| A brief description of the sample | 4x8 concrete cylinders | The quantity of what the sample constitutes | 28 CY |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Edward |
| Last name of sampler or witnessed by | Sandoval | Title of sampler | QC Inspector Technician |
| Telephone number of sampler | Laboratory sample identification | 121 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Coreslab Structures L.A., Inc. | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 53-3104 | Structure name | Liberty Canyon Wildlife Over Crossing |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 2251-1 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 87933-87934 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | QC Testing Area E. of Bed | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-03-07-35
DIME Test ID: 2023-03-07-35-6
Testing Lab: Coreslab
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-04-04
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Edward Sandoval
Date of test: 03/14/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 96262 lb
Maximum load on cylinder 2: 93118 lb
Maximum load on cylinder 3: 96028 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 4
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: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 7570 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/4/2023 ✔