Summary for Test 2024-07-01-32-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 994191 DEA: 081G8304 EFIS: 0816000079 |
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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 | 07/01/2024 | Sample Unique Key | 32 |
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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 | 07/05/2024 |
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 | Amber | Last name of sampler or witnessed by | Christian |
Title of sampler | consultant | Telephone number of sampler | |
Laboratory sample identification | 1053-71 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertsons | Transportation Laboratory (TL) Number | 081G830420240701 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 1629101 |
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The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
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 WB CIDH Piling | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-07-01-32
DIME Test ID: 2024-07-01-32-1
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: 2024-08-26
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: 07/29/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 149755 lb
Maximum load on cylinder 2: 157615 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5278.6 psi
Compressive strength of cylinder 2: 5555.7 psi
Compressive strength (to nearest 10 psi): 5420 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2024 ✔