Summary for Test 2024-02-23-34-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 994425 DEA: 040K5204 EFIS: 0416000098 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-12-11.0/T17.4 |
| Award Date | 03/21/2023 |
| Closeout Date | Not set |
| Work Description | Overlay with RHMA, replace guardrails, approach slabs and signs. |
| Location Description | Construction on State Highway in Sonoma County from Llano Road to Farmers Lane. |
| QA Service Level | 1 (Verified on 12/07/2022) |
Sample Information
| Sample Taken Date | 02/23/2024 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 03/14/2024 |
| Sample type | Department Acceptance | A brief description of the sample | 4x8 cylinder |
| The quantity of what the sample constitutes | 1 day of production | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | keith | Last name of sampler or witnessed by | iwamoto |
| Title of sampler | ASR | Telephone number of sampler | 5108676764 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vanguard Mobile Plant Hercules | 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 | 3CTS |
|---|---|---|---|
| The truck number from where the sample was collected | 597 | The batch plant ticket number from where the sample was collected | 00000063 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | back of truck while pouring paving notch | Where the material sample would have been placed if not sampled | paving notch |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-02-23-34
DIME Test ID: 2024-02-23-34-2
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: 2024-03-22
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: 03/22/2024
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 115243 lb
Maximum load on cylinder 2: 104395 lb
Maximum load on cylinder 3: 111322 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: no data
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 9031.6 psi
Compressive strength of cylinder 2: 8226.6 psi
Compressive strength of cylinder 3: 8814.1 psi
Compressive strength (to nearest 10 psi): 8690 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/22/2024 ✔