Summary for Test 2021-12-22-15-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-0.0/5.8 |
| Award Date | 11/12/2020 |
| Closeout Date | 06/02/2025 |
| Work Description | ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS. |
| Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET |
| QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
| Sample Taken Date | 12/22/2021 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/22/2021 | Sample type | Quality Control |
| A brief description of the sample | 6"x12" concrete samples | The quantity of what the sample constitutes | 4 cylinders |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Ray |
| Last name of sampler or witnessed by | Cuevas | Title of sampler | QC Manager |
| Telephone number of sampler | 9094294133 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Jensen Precast | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 08-1C8504 33 Riv | Structure name | RTA Ortega Highway |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 10 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 54531 | |
| Concrete batch plant | Jensen Fontana | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Conveyor belt | 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: 2021-12-22-15
DIME Test ID: 2021-12-22-15-1
Testing Lab: Jensen Precast - Fontana
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-01-19
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ray Cuevas / Shane Brock
Date of test: 12/22/2021
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 30 lb
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.00 in
Maximum load on cylinder 1: 186654 lb
Maximum load on cylinder 2: 190403 lb
Maximum load on cylinder 3: 198770 lb
Maximum load on cylinder 4: 203770 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
Type of fracture pattern of cylinder 4: 3
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
Correction factor for cylinder 4: 1.00
Age of specimen: 7 days
Age of specimen in hours: 168 hours
Cross sectional area of cylinder 1: 3 in^2
Cross sectional area of cylinder 2: 3 in^2
Cross sectional area of cylinder 3: 3 in^2
Cross sectional area of cylinder 4: 3 in^2
Compressive strength (to nearest 10 psi): 6000 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): 2 Samples tested at 7 days and two tested at 28 days. 28 day average = 7119 psi. Designed Compressive Strength = 6000 psi @ 28 days.
Test was verified on 1/19/2022 ✔