Summary for Test 2023-08-10-4-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 993776 DEA: 040J3004 EFIS: 0413000433 |
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DIST-CO-RTE-PM | 04-SON-1-26.7/27.1 |
Award Date | 07/08/2022 |
Closeout Date | Not set |
Work Description | CONSTRUCTING RETAINING WALL AND CONFINEMENT SYSTEM TO RESTORE SLIPOUT. |
Location Description | SONOMA COUNTY NEAR JENNER FROM 0.3 MILE TO 0.7 MILE NORTH OF MEYERS GRADE ROAD |
QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
Sample Taken Date | 08/10/2023 | Sample Unique Key | 4 |
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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 | 08/15/2023 |
Sample type | Quality Assurance | A brief description of the sample | Waler Concrete |
The quantity of what the sample constitutes | 40cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Kyle | Last name of sampler or witnessed by | Whittman |
Title of sampler | ASR | Telephone number of sampler | 9252867554 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Canyon Rock - Forestville | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 20-E0110 | |
Structure name | Slidesville Retaining Wall |
Material Information
Material Type | Concrete | The concrete mix design number | 72105003R |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | TBD | |
Concrete batch plant | Forestville Canyon Rock | The fabricator/manufacturer designation for the sample | Structural Concrete Waler |
A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Waler190to210 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-08-10-4
DIME Test ID: 2023-08-10-4-2
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: 2023-08-21
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: 08/21/2023
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 58364 lb
Maximum load on cylinder 2: 56494 lb
Maximum load on cylinder 3: 56698 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 4
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: 11 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 4599.2 psi
Compressive strength of cylinder 2: 4451.9 psi
Compressive strength of cylinder 3: 4467.9 psi
Compressive strength (to nearest 10 psi): 4510 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/21/2023 ✔