Summary for Test 2021-12-22-24-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 215256 DEA: 100S7504 EFIS: 1014000099 |
|---|---|
| DIST-CO-RTE-PM | 10-ALP,AMA,TUO-4,16,49,88,108,207-var |
| Award Date | 12/30/2020 |
| Closeout Date | 12/05/2022 |
| Work Description | REMOVE AND REPLACE DRAINAGE SYSTEMS. |
| Location Description | ALPINE, AMADOR AND TUOLUMNE COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 11/02/2020) |
Sample Information
| Sample Taken Date | 12/22/2021 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/22/2022 | Sample type | Quality Control |
| A brief description of the sample | 4x8 concrete cylinders | The quantity of what the sample constitutes | days production |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jose |
| Last name of sampler or witnessed by | Sanchez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Forterra Pipe and Precast, Florin Rd | |
| 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 | mix 5 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 2 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Besser Hopper | 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: 2021-12-22-24
DIME Test ID: 2021-12-22-24-2
Testing Lab: Rinker Materials
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-07-06
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jose Sanchez
Date of test: 01/19/2022
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Maximum load on cylinder 1: 76360 lb
Maximum load on cylinder 2: 81550 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Compressive strength (to nearest 10 psi): 6290 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2022 ✔