Summary for Test 2024-01-22-3-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 994776 DEA: 043Y5004 EFIS: 0423000254 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-84-17.9, 17.9/17.9, 17.01/18.76 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Emergency slide repair on HWY 84 in Woodside |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/02/2023) |
Sample Information
| Sample Taken Date | 01/22/2024 | Sample Unique Key | 3 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 01/25/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 4" Diameter PCC Cylinders |
| The quantity of what the sample constitutes | 60 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Abbas | Last name of sampler or witnessed by | Iranmanesh |
| Title of sampler | SR | Telephone number of sampler | 510-714-7094 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Central Concrete | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | D10115EA |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 532815 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | On Job Site at Concrete Truck | Where the material sample would have been placed if not sampled | Concrete Waler |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-01-22-3
DIME Test ID: 2024-01-22-3-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-01-29
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 01/29/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 41221 lb
Maximum load on cylinder 2: 43752 lb
Maximum load on cylinder 3: 42908 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: 6 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 3264.0 psi
Compressive strength of cylinder 2: 3464.0 psi
Compressive strength of cylinder 3: 3397 psi
Compressive strength (to nearest 10 psi): 3380 psi
General comments (publicly viewable) (Max 1000 characters): Age of specimen changed to 6 days.
Test was verified on 1/29/2024 ✔