Summary for Test 2022-08-17-92-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993162 DEA: 07319104 EFIS: 0716000017 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91-R11.8 |
| Award Date | 02/10/2022 |
| Closeout Date | 01/11/2024 |
| Work Description | ADJUST VERTICAL CLEARANCE WITH ROADWAY EXCAVATION AND PLACE JPCP. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AT NORTHBOUND ROUTE 710 TO EASTBOUND ROUTE 91 CONNECTOR |
| QA Service Level | 1 (Verified on 11/30/2021) |
Sample Information
| Sample Taken Date | 08/17/2022 | Sample Unique Key | 92 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/18/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 6x6x21 beams | The quantity of what the sample constitutes | 130 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Dustin |
| Last name of sampler or witnessed by | Fox | Title of sampler | g3 quality technician |
| Telephone number of sampler | Laboratory sample identification | 22-2166 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | RVC | |
| Transportation Laboratory (TL) Number | 22-2166 | 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 | G3-19-PCC-172 |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | RVC | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Skip loader | 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: 2022-08-17-92
DIME Test ID: 2022-08-17-92-1
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: 2022-10-10
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Robert Achuela
Date of test: 09/28/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.04 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.02 in
Maximum load on cylinder 1: 130083 lb
Maximum load on cylinder 2: 132457 lb
Maximum load on cylinder 3: 133414 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.65 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.46 in^2
Compressive strength of cylinder 1: 4540.4 psi
Compressive strength of cylinder 2: 4668.9 psi
Compressive strength of cylinder 3: 4687.8 psi
Compressive strength (to nearest 10 psi): 4630 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/10/2022 ✔