Summary for Test 2020-09-30-20-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 |
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DIST-CO-RTE-PM | 08-RIV-10-6.7/R25.1 |
Award Date | 11/26/2019 |
Closeout Date | 11/01/2023 |
Work Description | Remove concrete pavement and base, and place HMA and JPCP |
Location Description | ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON. |
QA Service Level | 1 (Verified on 01/09/2020) |
Sample Information
Sample Taken Date | 09/30/2020 | Sample Unique Key | 20 |
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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 | 10/06/2020 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
The quantity of what the sample constitutes | Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Sequoia Consultants | Last name of sampler or witnessed by | Sequoia Consultants |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 1012-9 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | 1012-9 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | Not Provided |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Not Provided | |
Concrete batch plant | Not Provided | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | Not Provided | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-09-30-20
DIME Test ID: 2020-09-30-20-1
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: 2020-10-08
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: JOSE GUZMAN
Date of test: 10/07/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.02 in
Average diameter of cylinder 5: 6.01 in
Average diameter of cylinder 6: 6.02 in
Maximum load on cylinder 1: 22695 lb
Maximum load on cylinder 2: 23845 lb
Maximum load on cylinder 3: 24105 lb
Maximum load on cylinder 4: 23555 lb
Maximum load on cylinder 5: 24910 lb
Maximum load on cylinder 6: 23325 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 2
Type of fracture pattern of cylinder 6: 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
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Correction factor for cylinder 6: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.46 in^2
Cross sectional area of cylinder 5: 28.37 in^2
Cross sectional area of cylinder 6: 28.46 in^2
Compressive strength of cylinder 1: 797.4 psi
Compressive strength of cylinder 2: 837.8 psi
Compressive strength of cylinder 3: 849.7 psi
Compressive strength of cylinder 4: 827.7 psi
Compressive strength of cylinder 5: 878 psi
Compressive strength of cylinder 6: 819.6 psi
Compressive strength (to nearest 10 psi): 840 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/8/2020 ✔