Summary for Test 2023-10-05-32-2
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 994330 DEA: 09366404 EFIS: 0916000006 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-58.2/60.4 |
| Award Date | 04/03/2023 |
| Closeout Date | 07/23/2025 |
| Work Description | HOT MIX ASPHALT (TYPE A), IMPORTED BORROW, AND ROADWAY EXCAVATION. |
| Location Description | MONO COUNTY ABOUT 6 MILES NORTH OF LEE VINING FROM ROUTE 167 TO 0.4 MILE NORTH OF CONWAY RANCH ROAD |
| QA Service Level | 1 (Verified on 07/31/2023) |
Sample Information
| Sample Taken Date | 10/05/2023 | Sample Unique Key | 32 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/09/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 5000 Psi Mix | The quantity of what the sample constitutes | 34 Cubic Yards |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jeffery |
| Last name of sampler or witnessed by | Puente | Title of sampler | QA |
| Telephone number of sampler | 6614400636 | Laboratory sample identification | Conc-03 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mammoth 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 | 1304.18.25.A |
|---|---|---|---|
| The truck number from where the sample was collected | 74 | The batch plant ticket number from where the sample was collected | 55854 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Wing Wall Inlet Footings | 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: 2023-10-05-32
DIME Test ID: 2023-10-05-32-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-11-02
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 11/02/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 3.5 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 64010 lb
Maximum load on cylinder 2: 62265 lb
Maximum load on cylinder 3: 63870 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 5090.0 psi
Compressive strength of cylinder 2: 4950.0 psi
Compressive strength of cylinder 3: 5080 psi
Compressive strength (to nearest 10 psi): 5040 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): PCC-03
Test was verified on 11/2/2023 ✔