Summary for Test 2019-10-12-7-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114 |
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DIST-CO-RTE-PM | 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2 |
Award Date | 04/18/2019 |
Closeout Date | 06/28/2022 |
Work Description | REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS |
Location Description | Not set |
QA Service Level | 1 (Verified on 06/17/2019) |
Sample Information
Sample Taken Date | 10/12/2019 | Sample Unique Key | 7 |
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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 | 10/14/2019 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 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 | George | Last name of sampler or witnessed by | Zacarias |
Title of sampler | RMA | Telephone number of sampler | |
Laboratory sample identification | 999-12D | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Short Load Concrete | Transportation Laboratory (TL) Number | 20191012D |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | WB RTE 60 LANE 2 AT EAST MARKET OFFRAMP 5170 FT |
Material Information
Material Type | Concrete | The concrete mix design number | CMAX 30 RAM |
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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 | Unknown | The fabricator/manufacturer designation for the sample | JEMCI |
A detailed description of where the material sample was collected | SET 4 | Where the material sample would have been placed if not sampled | WB RTE 60LANE 2 AT EAST MARKET OFFRAMP 5170 FT |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-10-12-7
DIME Test ID: 2019-10-12-7-1
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: 2019-11-01
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: MC
Date of test: 10/19/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 5.99 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 31540 lb
Maximum load on cylinder 2: 31110 lb
Maximum load on cylinder 3: 31130 lb
Maximum load on cylinder 4: 28460 lb
Maximum load on cylinder 5: 32890 lb
Maximum load on cylinder 6: 30610 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 3
Type of fracture pattern of cylinder 5: 3
Type of fracture pattern of cylinder 6: 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
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Correction factor for cylinder 6: 1
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Cross sectional area of cylinder 5: 28.18 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength of cylinder 1: 1108.2 psi
Compressive strength of cylinder 2: 1096.6 psi
Compressive strength of cylinder 3: 1097.3 psi
Compressive strength of cylinder 4: 1003.2 psi
Compressive strength of cylinder 5: 1167.1 psi
Compressive strength of cylinder 6: 1082.8 psi
Compressive strength (to nearest 10 psi): 1090 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/1/2019 ✔