Summary for Test 2020-03-03-22-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214109 DEA: 081H6404 EFIS: 0817000094 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-210-R26.5 |
| Award Date | 06/20/2019 |
| Closeout Date | 12/04/2020 |
| Work Description | WIDEN RAMP & CONSTRUCT RETAINING WALL. |
| Location Description | SAN BERNARDINO COUNTY IN SAN BERNARDINO AT EASTBOUND HIGHLAND AVENUE EXIT RAMP |
| QA Service Level | 1 (Verified on 09/18/2019) |
Sample Information
| Sample Taken Date | 03/03/2020 | Sample Unique Key | 22 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 03/12/2020 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 15 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Eddy | Last name of sampler or witnessed by | Scott |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 1009-01 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertsons | Transportation Laboratory (TL) Number | 01 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Soil Nail Wall 2nd Pour |
Material Information
| Material Type | Concrete | The concrete mix design number | SC675T48 |
|---|---|---|---|
| The truck number from where the sample was collected | 1836 | The batch plant ticket number from where the sample was collected | 4933803 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Soil Nail Wall 2nd Pour |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-03-03-22
DIME Test ID: 2020-03-03-22-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-04-03
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 03/31/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 140150 lb
Maximum load on cylinder 2: 142130 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
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
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4957.6 psi
Compressive strength of cylinder 2: 5027.6 psi
Compressive strength (to nearest 10 psi): 4990 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2020 ✔