Summary for Test 2023-09-14-45-2
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 993526 DEA: 07301704 EFIS: 0714000033 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210,605-R33.6/R36.5,25.7/26.0 |
| Award Date | 03/22/2022 |
| Closeout Date | 05/29/2026 |
| Work Description | SLOPE PAVING, PLANT ESTABLISHMENT AND MODIFYING IRRIGATION SYSTEM. |
| Location Description | LOS ANGELES COUNTY IN MONROVIA, DUARTE AND IRWINDALE AT VARIOUS LOCATIONS ON ROUTE 210 FROM 0.1 MILE WEST OF SOUTH MAGNOLIA AVENUE UNDERCROSSING TO 0.1 MILE EAST OF ROUTE 210/605 SEPARATION AND ON ROUTE 605 FROM 0.1 MILE SOUTH TO 0.2 MILE NORTH OF ROUTE 2 |
| QA Service Level | 1 (Verified on 04/19/2022) |
Sample Information
| Sample Taken Date | 09/14/2023 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/19/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Cylinders | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Nelson |
| Last name of sampler or witnessed by | Periera | Title of sampler | SR |
| Telephone number of sampler | Laboratory sample identification | 1054-914 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Gunner Concrete | |
| Transportation Laboratory (TL) Number | 1054-914 | 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 | 44 |
|---|---|---|---|
| The truck number from where the sample was collected | 70 | The batch plant ticket number from where the sample was collected | 75 |
| Concrete batch plant | Gunner Concrete | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Slope paving. Location 6 between sta 192.95 to 193.90 | 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: 2023-09-14-45
DIME Test ID: 2023-09-14-45-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-11-14
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 10/12/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 48440 lb
Maximum load on cylinder 2: 48910 lb
Maximum load on cylinder 3: 45550 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 3820.0 psi
Compressive strength of cylinder 2: 3890.0 psi
Compressive strength of cylinder 3: 3610 psi
Compressive strength (to nearest 10 psi): 3770 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/14/2023 ✔