Summary for Test 2023-08-03-41-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 994330 DEA: 09366404 EFIS: 0916000006 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-58.2/60.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| 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 | 08/03/2023 | Sample Unique Key | 41 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 08/04/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Ready Mix Concrete |
| The quantity of what the sample constitutes | 9 Cylinders for 14 Cubic Yards | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jefferŷ | Last name of sampler or witnessed by | Puente |
| Title of sampler | QA | Telephone number of sampler | |
| Laboratory sample identification | CONC-01 | 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 | Hwy 395 / Hwy 167 |
Material Information
| Material Type | Concrete | The concrete mix design number | 1304-18-25-ADVA-6000 |
|---|---|---|---|
| The truck number from where the sample was collected | 77 | The batch plant ticket number from where the sample was collected | 54512 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | Mammoth Ready Mix | |
| A detailed description of where the material sample was collected | DS-2 | 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: 2023-08-03-41
DIME Test ID: 2023-08-03-41-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-09-14
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 08/31/2023
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 55830 lb
Maximum load on cylinder 2: 56320 lb
Maximum load on cylinder 3: 54760 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
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: 4441.5 psi
Compressive strength of cylinder 2: 4480.5 psi
Compressive strength of cylinder 3: 4356.4 psi
Compressive strength (to nearest 10 psi): 4430 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/14/2023 ✔