Summary for Test 2022-10-31-45-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 993545 DEA: 07328504 EFIS: 0716000178 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R44.7/R52.1 |
| Award Date | 04/01/2022 |
| Closeout Date | 09/24/2024 |
| Work Description | INSTALL DPP INFILTRATION AREA & CONSTRUCT MAINTENANCE VEHICLE PULLOUT |
| Location Description | LOS ANGELES COUNTY FROM 0.4 MILE EAST OF SOUTH LONE HILL AVENUE UNDERCROSSING TO COUNTY LINE |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 10/31/2022 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/01/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 40 yd3 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Rosauro |
| Last name of sampler or witnessed by | Nogoy | Title of sampler | TEC |
| Telephone number of sampler | 2137939321 | Laboratory sample identification | 22-2953 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Robertsons Ready Mix | |
| 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 | SC270N31 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 7322070 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Chute into wheelbarrow | 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: 2022-10-31-45
DIME Test ID: 2022-10-31-45-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-11-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Rosauro Nogoy
Date of test: 11/07/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 21974 lb
Maximum load on cylinder 2: 20834 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 777.3 psi
Compressive strength of cylinder 2: 737.0 psi
Compressive strength (to nearest 10 psi): 760 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/8/2022 ✔