Summary for Test 2024-07-16-52-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 994875 DEA: 101F1804 EFIS: 1016000077 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-4-R16.0/R19.4 |
| Award Date | 09/20/2023 |
| Closeout Date | Not set |
| Work Description | BRIDGE WORK, CONCRETE BARRIER, AND INSTALL RAMP METER SYSTEM. |
| Location Description | SAN JOAQUIN COUNTY IN STOCKTON AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROUTE 4/5 SEPARATION TO 0.4 MILE WEST OF ROUTE 4/99 SEPARATION |
| QA Service Level | 1 (Verified on 06/14/2023) |
Sample Information
| Sample Taken Date | 07/16/2024 | Sample Unique Key | 52 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/17/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 concrete cylinders | The quantity of what the sample constitutes | 6 cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Navraj |
| Last name of sampler or witnessed by | Randhawa | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 194675 | 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 | 785812A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Load 1 | 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: 2024-07-16-52
DIME Test ID: 2024-07-16-52-2
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: 2024-08-27
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 08/27/2024
Capped in accordance with?: ASTM C39 - Ground End
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: 72536 lb
Maximum load on cylinder 2: 76519 lb
Maximum load on cylinder 3: 70402 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: 42 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: 5743.2 psi
Compressive strength of cylinder 2: 6058.5 psi
Compressive strength of cylinder 3: 5574.2 psi
Compressive strength (to nearest 10 psi): 5790 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/27/2024 ✔