Summary for Test 2022-11-04-32-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | 04/03/2020 |
| Closeout Date | 06/06/2024 |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 11/04/2022 | Sample Unique Key | 32 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/11/2022 | Sample type | Quality Assurance |
| A brief description of the sample | LCB | The quantity of what the sample constitutes | 80 cu. yd. plus |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | PHILIP B |
| Last name of sampler or witnessed by | MAQUIRAN | Title of sampler | MREA |
| Telephone number of sampler | 2133581518 | Laboratory sample identification | 22-3001 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Flatiron | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 53203 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 58298933 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | From transit mixer chute | 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: 2022-11-04-32
DIME Test ID: 2022-11-04-32-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-11-12
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 11/11/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 24798 lb
Maximum load on cylinder 2: 25103 lb
Type of fracture pattern of cylinder 1: 2
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
Correction factor for cylinder 2: 1.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength (to nearest 10 psi): 880 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/12/2022 ✔