Summary for Test 2021-04-06-32-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 213746
DEA: 080Q75U4
EFIS: 0817000114
DIST-CO-RTE-PM08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Award Date04/18/2019
Closeout Date06/28/2022
Work DescriptionREPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location DescriptionNot set
QA Service Level1 (Verified on 06/17/2019)

Sample Information

Sample Taken Date04/06/2021 Sample Unique Key32
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 testing04/14/2021
Sample typeQuality Assurance A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed bySony Last name of sampler or witnessed byPheng
Title of sampler Telephone number of sampler
Laboratory sample identification999-406 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShort Load Concrete Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberCTS-30-RAM
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedNA
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected60 WB Haven off ramp shoulder left turn lane south end station 1 50 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-04-06-32
DIME Test ID: 2021-04-06-32-1
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: 2021-04-21

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 04/15/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.02 in
Average diameter of cylinder 4: 6.02 in
Average diameter of cylinder 5: 6.02 in
Average diameter of cylinder 6: 6.02 in
Maximum load on cylinder 1: 27885 lb
Maximum load on cylinder 2: 27785 lb
Maximum load on cylinder 3: 27400 lb
Maximum load on cylinder 4: 28510 lb
Maximum load on cylinder 5: 27505 lb
Maximum load on cylinder 6: 27455 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 1
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: 9 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: 28.46 in^2
Cross sectional area of cylinder 4: 28.46 in^2
Cross sectional area of cylinder 5: 28.46 in^2
Cross sectional area of cylinder 6: 28.46 in^2
Compressive strength of cylinder 1: 979.8 psi
Compressive strength of cylinder 2: 976.3 psi
Compressive strength of cylinder 3: 962.8 psi
Compressive strength of cylinder 4: 1001.8 psi
Compressive strength of cylinder 5: 966.4 psi
Compressive strength of cylinder 6: 964.7 psi
Compressive strength (to nearest 10 psi): 980 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/21/2021