Summary for Test 2023-12-04-25-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 |
---|---|
DIST-CO-RTE-PM | 08-SBD-15-R28.6/37.5 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT |
Location Description | SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 12/04/2023 | Sample Unique Key | 25 |
---|---|---|---|
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 | 12/06/2023 |
Sample type | Quality Assurance | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Francisco | Last name of sampler or witnessed by | Ruvalcaba |
Title of sampler | QA Consultant | Telephone number of sampler | |
Laboratory sample identification | 1042-1204 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | SULLY Miller | Transportation Laboratory (TL) Number | 1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | G3-22-PCC-273 |
---|---|---|---|
The truck number from where the sample was collected | NP | The batch plant ticket number from where the sample was collected | 15 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | NB I 15 Lane 3 STA 51950 to 51965 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-12-04-25
DIME Test ID: 2023-12-04-25-1
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: 2024-02-15
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 01/16/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 192350 lb
Maximum load on cylinder 2: 192165 lb
Maximum load on cylinder 3: 187970 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 3
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: 42 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength of cylinder 1: 6804.0 psi
Compressive strength of cylinder 2: 6797.5 psi
Compressive strength of cylinder 3: 6649.1 psi
Compressive strength (to nearest 10 psi): 6750 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/15/2024 ✔