Summary for Test 2022-08-17-91-1
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 | 91 |
|---|---|---|---|
| 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 | 08/18/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 6x12 JPCP cylinders |
| The quantity of what the sample constitutes | 130 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Devin | Last name of sampler or witnessed by | Fuertey |
| Title of sampler | G3 QC technician | Telephone number of sampler | |
| Laboratory sample identification | 22-2151 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RVC | Transportation Laboratory (TL) Number | 22-2150 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | G3-19-PCC-172 |
|---|---|---|---|
| The truck number from where the sample was collected | 7 | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | RVC | The fabricator/manufacturer designation for the sample | NA |
| 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: 2022-08-17-91
DIME Test ID: 2022-08-17-91-1
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: 6.03 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.02 in
Maximum load on cylinder 1: 124645 lb
Maximum load on cylinder 2: 127847 lb
Maximum load on cylinder 3: 128212 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.46 in^2
Compressive strength of cylinder 1: 4364.3 psi
Compressive strength of cylinder 2: 4492.2 psi
Compressive strength of cylinder 3: 4505 psi
Compressive strength (to nearest 10 psi): 4450 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/10/2022 ✔