Summary for Test 2024-02-15-38-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 994191 DEA: 081G8304 EFIS: 0816000079 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R100.8/R101.8 |
| Award Date | 12/01/2022 |
| Closeout Date | Not set |
| Work Description | HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW. |
| Location Description | SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE |
| QA Service Level | 1 (Verified on 03/30/2023) |
Sample Information
| Sample Taken Date | 02/15/2024 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 02/23/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Valle |
| Title of sampler | consultant | Telephone number of sampler | |
| Laboratory sample identification | 1053-215 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertsons | Transportation Laboratory (TL) Number | 081G830420240215 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 1629128 |
|---|---|---|---|
| The truck number from where the sample was collected | NP | The batch plant ticket number from where the sample was collected | 48185322 |
| Concrete batch plant | CEMEX | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | HALFWAY HILLS WASH BRIDGE RIGHT EB, Bent 4, stopped at bulkhead 0.25 span, 6th load, sample 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: 2024-02-15-38
DIME Test ID: 2024-02-15-38-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-03-20
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 02/29/2024
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: 48420 lb
Maximum load on cylinder 2: 48280 lb
Maximum load on cylinder 3: 46280 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 14 days
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: 3833.7 psi
Compressive strength of cylinder 2: 3822.6 psi
Compressive strength of cylinder 3: 3664.3 psi
Compressive strength (to nearest 10 psi): 3770 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/20/2024 ✔