Summary for Test 2023-05-11-36-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 994493 DEA: 043Y0204 EFIS: 0423000189 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-24.63/24.73, 24.65/24.65 |
| Award Date | Not set |
| Closeout Date | 03/27/2024 |
| Work Description | Temporary shoring systems to support underground utility installation. |
| Location Description | just north of Russian Gulch State Beach |
| QA Service Level | 1 (Verified on 02/21/2023) |
Sample Information
| Sample Taken Date | 05/11/2023 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 05/16/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Type II/IV cement |
| The quantity of what the sample constitutes | 35 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Andrew | Last name of sampler or witnessed by | Gross |
| Title of sampler | Assistant SR | Telephone number of sampler | 7072497825 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | River Ready Mix | 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 | 72105003R |
|---|---|---|---|
| The truck number from where the sample was collected | 251 | The batch plant ticket number from where the sample was collected | 1571326 |
| Concrete batch plant | Forestville Canyon Rock | The fabricator/manufacturer designation for the sample | Plant |
| A detailed description of where the material sample was collected | Discharge from pump hose | 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: 2023-05-11-36
DIME Test ID: 2023-05-11-36-2
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: 2023-05-25
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Ryan Crawford
Date of test: 05/25/2023
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: 2943 lb
Maximum load on cylinder 2: 3454 lb
Maximum load on cylinder 3: 3675 lb
Type of fracture pattern of cylinder 1: 3
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: 14 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: 233.0 psi
Compressive strength of cylinder 2: 273.5 psi
Compressive strength of cylinder 3: 291 psi
Compressive strength (to nearest 10 psi): 270 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/25/2023 ✔