Summary for Test 2022-06-22-22-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-6.7/R25.1 |
| Award Date | 11/26/2019 |
| Closeout Date | 11/01/2023 |
| Work Description | Remove concrete pavement and base, and place HMA and JPCP |
| Location Description | ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON. |
| QA Service Level | 1 (Verified on 01/09/2020) |
Sample Information
| Sample Taken Date | 06/22/2022 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/24/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 | The quantity of what the sample constitutes | 6` |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Zacharia |
| Last name of sampler or witnessed by | Roush | Title of sampler | QA |
| Telephone number of sampler | Laboratory sample identification | 1012-70RR | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | coffman | |
| Transportation Laboratory (TL) Number | 70RR | 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 | 1906-17 |
|---|---|---|---|
| The truck number from where the sample was collected | 69 | The batch plant ticket number from where the sample was collected | 12 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | STA 6750 WB Lane 3and4 near WB Highland Springs OFF Ramp - Load 12 | 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: 2022-06-22-22
DIME Test ID: 2022-06-22-22-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-06-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 06/29/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 98260 lb
Maximum load on cylinder 2: 101705 lb
Type of fracture pattern of cylinder 1: 3
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: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 3486.9 psi
Compressive strength of cylinder 2: 3609.1 psi
Compressive strength (to nearest 10 psi): 3550 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/29/2022 ✔